HomeMy WebLinkAbout2325 CAMINO VIDA ROBLE; A; 86-69; PermitDECLARATIONS
LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR
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City of Carlsbad
1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525
MISCELLANEOUS
RECEIPT
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COMPLETE FOR PLAN CHECK ONLY
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MISCELLANEOUS FEE RECEIPT
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PI PARKS AND RECREATION FFF
PI PIIRLIC FACILITIES FEE
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l~1 CERTIFICATE OF OCCUPANCY
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TOTAL FEE
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•WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, ARE
FORFEITED TO THE CITY.
COMMENTS:
I
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
FINAL BUILDING INSPECTION RECSVZu;;AV 0 6 .987
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
DATE:5-5-6?
2325 Caaitio Vlda Robl«
PROJECT NO.:
TYPE OF UNIT:
UNIT NUMBER:PHASE NO.
Offie* Ti NUMBER OF UNITS:
CONTACT PERSON:
CONTACT TELEPHONE:
INSPECTED
BY: ,
INSPECTED
BY:
INSPECTED
BY:
INSPECTED: fl""' \~
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
„/•:.
ESGIL CORPORATION
932O CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO, CA 92123
(619)
DATE:
JURISDICTION:
PLAN CHECK NO:
PROJECT ADDRESS: 25^5"
PROJECT NAME:
&t>7j''f'Jr> 1//OH
JURISDICTION
PLAN CHECKER
FILE COPY
UPS
DESIGNER
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The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdictions
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified &£'k$uJ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
Jhe check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the chock Alist is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Telephone #.
irfiUT FV20HA TOOL
BY:
ESpIL CORPORATION
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-I468
DATE:D APPLICANT
JURISDICTION:
PLAN CHECK NO:
!/-?J
£7Tr>)
PROJECT ADDRESS: 23ZS'
PROJECT NAME:
D PLAN CHECKER
QFILE COPY
D UPS
DESIGNER
O V/l'ff"
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The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified _ <&&'L~:*f~tJ _ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
"**The applicant's copy of tho chock Alist is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
I I
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS:0
Telephone #
TOOL -•QV£-V t^'
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BY :di • rl'.^J-<-< /t..v;ENCL
CORPORATION
TITLE 24 MANDATORY REQUIREMENTS
(To be noted on plans or specifications}
HVAC Controls
Sec. 2-5315.
(a) Each HVAC system shall:
1. Be equipped with at least one automatic device
for reducing HVAC energy use during periods of
nonuse or alternate uses of the building spaces
or zones served by the system;
2. Be able to maintain space temperature set points
from 55°F to 85°F. Two or more replaceable
fixed set-point devices shall be permitted if
installed so as to maintain space temperature
set points in the zone that they control;
3. Be able to provide sequential temperature
control of heating and cooling capacity in each
zone, if both heating and cooling are provided;
4. Provide a range of temperatures up to 10°F in
which no heating or cooling is provided to the
space, if the HVAC system has both heating and
cooling capability;
5. Be able to terminate all heating at 70°F or less;
and
6. Be able to terminate all cooling at 78°F or more.
EXCEPTION: Multiple zone HVAC sytems requiring
concurrent operation of independent heating and
cooling systems need not comply with Section
2-5315U) 4, 2-5315 (a)5, and 2-5315{a>6.
(b) Zoning. Each zone shall be provided with at least
one of the devices specified in subsection (a) to
control the HVAC system which serves the zone. Each
floor of a building with conditioned space shall
contain at least one zone.
Ventilation Systems
Sec. 2-5316.
On mechanical ventilation supply and exhaust systems
capable of moving more than 5,000 cfm of air, auto-
matic dampers interlocked and closed on fan shut-
down shall be provided. On gravity ventilating
systems, either automatic or readily accessible
manually operated dampers in all openings to the
outside, other than combustion air openings, shall
be provided.
Doors and Windows
Section 2-5317.
(a) Doors and windows between conditioned and uncon-
ditioned spaces, such as garages and closets for
central forced air gas furnaces using outside air
for combustion, shall be designed to limit air
leakage into or from the building envelope.
Control Devices for Indoor Lighting
Sec. 2-5319. Controls for lighting loads within the
building envelope shall meet each of the following re-
quirements.
(a) Each area enclosed by ceiling-height partitions
shall have independent control of the lighting
within that area.
(b) Each area enclosed by ceiling-height partitions
shall have at least one readily accessible
manually operated switching device to control
lighting within the area. For lighting controls,
"readily accessible" means located so that a
person using the device can see the controlled
lights or the area being lit. Switching devices
in addition to, but not instead of, the required
readily accessible manually operated switching
devices shall also be permitted.
(c) The general lighting of any area 100 square feet or
larger in which the connected lighting load equals
or exceeds 1.0 watt per square foot throughout the
entire area shall be controlled so that the load
may be reduced by at least one-half while maintain-
ing a reasonably uniform level of illumination
throughout the area. Readily accessible switches,
that control each luminaire in a space with more
than one luminaire, or that control each lamp in
a space independently meet the requirements of
this section.
(d) In all areas where effective use may be made of
natural light, lighting circuiting shall be
arranged so that units, in all portions of the
area where natural light is available at the same
time, are switched independently of the remainder
of the area.
Occupant Operating and Maintenance Information to be
Provided by Builder
The builder shall provide the building owner, manager,
and the original occupants a list of the heating,
cooling, water heating, and lighting systems
and features, materials, components, and mechanical
devices conservation or solar devices installed in
the building, and instructions on how to use
them efficiently. The instructions shall be con-
sistent with specifications set forth by the
Executive Director.
Water Heaters and Plumbing Fixtures
Water heaters, showerheads, lavatory faucets and
sink faucets must be certified by the California
Energy Commission (Excluding: waterheaters of the
non-storage electric type and lavatories in public
facilities having devices that limit the flow of
hot water or have self-closing faucets or having devices
that limit the outlet temperature to a maximum of
110°F) Section 2-5314, Table 2-53G.
TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS
(To be noted on plans or specifications)
CONSTRUCTION COMPLIANCE
(a) Prior to occupancy of the buildings the person
responsible for the construction or installation
shall provide the building department a signed
statement, showing the building permit number,
and listing all the manufactured devices in-
stalled, including the name of the manufacturer,
model number date of manufacture, manufacturer's
stated efficiency, including the source cooling
power index, source heating power index and
fan performance index of each HVAC system. In
lieu of the list reference may be made to the
plans and specifications, if all the above in-
formation was contained in the plans and
specifications.
Each document shall be signed by the person re-
sponsible for its preparation. The signer shall
be a civil engineer, mechanical engineer,
electrical engineer, architect, building designer,
general building contractor, or specialty con-
tractor, licensed or registered to practice by
the State of California; or shall be the building
owner if he or she is allowed by law to prepare
the document. If more than one person has
responsibility for building design or construc-
tion, each person may prepare and sign the
document or documents applicable to that portion
of the design or construction for which the
person, was responsible; or the person with chief
responsibility for design or construction may
prepare and sign the document for the entire
design.or construction.
INSULATION CERTIFICATION
Prior to occupancy the insulation installer
shall post in a conspicuous location in the build-
ing, a signed certificate containing the build-
ing permit number and stating the insulation was
installed in accordance with the approved plans
and specifications. The certificate should also
show the manufacturer's name, material identifi-
cation, "R" value and, for blown insulation, the
minimum weight per square foot consistent with
manufacturer's design data.
Jurisdiction
Prepared byi
VALUATION AND PLAN CHECK FEE
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D Bldg. Dept,
Q Esgil
Cflsrti/b&
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT J%=W/V/.5 jVz./£
BUILDING OCCUPANCY _& ~
PHONE NO.
TYPE OF CONSTRUCTION [/-/J/
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
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^>t/^w£>%-2/>? *L
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Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
7^4^ G
(f^. *^ * 2-^ - /^-^
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VALUATION
MULTIPLIER
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VALUE
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Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1)
n Handicapped Regulations (Fee x 1.065)
Building Permit Fee $ <£(*=>/' ~* . $
Plan Check Fee $/ / 5 '
C 0 H ME NTS:
8/4/82
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept.
D Esgil
PLAN CHECK NO.
BUILDING ADDRESS 2325 Ctfrt7>/l>£>&&L&
APPLICANT/CONTACT ^
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION V~ A/
PHONE NO.
8 ~ 2>DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
OfP/ce 7T/
3Z*JOv£ft2)ft ^
Mfr J ftlG'Z-Z-*itJiMt
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire SurinXlers
Total Value
BUILDING AREA
760 # <L
Cw- 0£>J~ "2'&* ' /•?'*
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VALUATION
MULTIPLIER
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VALUE
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Fee Adjusted To Reflect
Building Permit Fee $
D Energy Regulations (Fee x 1.1)
D Handicapped Regulations (Fee x 1.065)
',-73
Plan Check Fee $/ / ^ '
C D M ME N TS:
0/4/82
PLAN CHECK NUMBER
PLANNING:. TYPE OF STRUCTURED
SCHOOL FEES: SAN DIEGUITO,
CARLSBAD
% COVERAGE
UJ
2
BUILDING HEIGHT.
FENCES/WALLS
TWO CAR GARAGE
UJ
I COMMENTS:
_ a
I— UJO OS
REDEVELOPMENT APPROVAL REQUIRED:
LANDSCAPE PLAN COMMENTS:
ENCINITAS
SAN MARCOS
REQUIRED SETBACKS^
FRONT
SIDE
REAR
ENVIRONMENTAL REQUIRED:
ADDITIONAL COMMENTS:
OK TO ISSUE:
ifjglFjt £t!^??'fr?3nfr »fr jr^lr^r^T^^nL'tir^? **"£
OK TO FINAL:DATE:
*---*********'**"***.-** ********************
ENGINEERING LEGAL DESCRIPTION VERIFIED?A.P.N.
PARK IN LIEU
IMPROVEMENTS:
.D.U:
SEWER:
LATERAL:DRIVEWAY:
a^ UJoocLU MI
(X 3ogcyO UJ
D
GRADING PERMIT:
DRAINAGE: __£
EASEMENTS:ADDITIONAL COMMENTS
OK TO ISSUE:
ENGINEERING INSPECTION REQUIRED:.
PUBLIC WORKS INSPECTOR:_
FINAL OK:
DATE:
DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
1200 ELM AVENUECARLSBAD, CA 92008-1989
TELEPHONE
(619) 438-5523
of Catfefofe
FIRE DEPARTMENT
PLAN CHECK REPORT
PAGE 1 OF
APPROVED
DISAPPROVED
PLAN CHECK*
- fa T
PROJECT
ARCHITECT
OWNER .
OCCUPANCY
ADDRESS
ADDRESS
r\ffie>f Ph
CONST.TOTAL SQ.FT.
^fSPRINKLERED KTENANTIMP. ft £ fl g **
*Tfl
PHONE
PHONE
STORIES
APPROVAL OF PLANS IS PREDICATED ON CONFORMING
TO THE FOLLOWING CONDITIONS AND/OR MAKING
THE FOLLOWING CORRECTIONS:
1.
2.
3.
-X6.
PLANS, SPECIFICATIONS, AND PERMITS
Provide one copy of: floor plan(s); site plan; sheets .
Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project.
Provide specifications for the following:
Permits are required for the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon,
COa, alarms, hydrants). Plan must be approved by the fire department prior to Installation.
The business owner shall complete a building Information letter and return it to the fire department.
FIRE PROTECTION SYSTEMS AND EQUIPMENT
The following fire protection systems are required:
51 Automatic fire sprinklers (Design Criteria:
D Dry Chemical, Halon, COa (Location:
D Stand Pipes {Type:
D Fire Alarm (Type/Location: _ ;
Fire Extinguisher Requirements:
(£ One 2A rated ABC extinguisher for each
extinguisher not to exceed 75 feet of travel.
D An extinguisher with a minimum rating of __
sq. ft. or portion thereof with a travel distance to the nearest
to be located: _
& Other:
8. Additional fire hydrant(s) snail be providedsn;
EXITS
Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.
A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and
EXIT signs (6" x %" letters) shall be placed over all required exfts and directional signs located as necessary to
clearly Indicate the location of exit doors.
GENERAL
Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and
hazardous chemicals shall comply with Uniform Fire Code.
Bullding(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet
In height, 12 feet on pallets or In racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil-
ing is to be done, comply with Uniform Fire Code, Article 81.
Additional Requirements.
.15. Comply with regulati
Plan Examiner
Report mailed to architect
Date.
Met with Attach to Plans
COTECSON & ASSOCIATES
CIVIL & STRUCTURAL ENGINEERING .
2029 El Cajon Boulevard
Ian Diego, CA 92104 — Ph. (619) 291-7242
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ROBERT PRATER ASSOCIATES Robelf? Pf°'er• c.f 19*2-wo
Co.isu/fmg So/I, foundolion 5 Geo/ogico/ Engineers Wm David Hespe/er. C f.
RECEIVED
March 9, 1984
218-1E, 5661 MAR 141984
CONWELL-MARSHALL
AND ASSOCIATES
Conwell/Marshall & Associates, Inc.
3160 Camino Del Rio South, Suite 217
San Diego, California 92108
Attention: Mr. Christopher Knell
Re: Neil Fox Development^ ~
Palomar Airport WBHIMES Park - Lot 12
Carlsbad, California
Gentlemen:
In accordance with your request we are presenting design recommendations for
retaining waits constructed on sloping ground. Our letter dated November 28,
1979, presented foundation design recommendations and the results of our earth-
work observation and testing services performed during the mass grading of the
site.
It is our understanding the unrestrained retaining walls will have sloping 2
horizontal to 1 vertical backfills and will be up to about 10 feet high.
Based on our previous work on the site, we recommend that unrestrained walls
-with 2 to 1 sloping backfills be designed for an equivalent fluid weight of 45
pounds per cubic foot {pcf). This design pressure is based on the assumption
that a clean sandy soil will be used as backfill within a 1 to 1 zone behind
the wall and that there is sufficient drainage behind the walls to prevent the
build-up of hydrostatic pressures from surface water infiltration. Wherever
the walls are subject to surcharge toads they should be designed for an
additional uniform lateral pressure equal to one-third the anticipated
surcharge pressure.
Retaining walls which have 2 to 1 sloping ground at the toe of the wall should
be designed for an allowable passive pressure equal to an equivalent fluid
weight of 150 pcf acting against the foundation. Walls founded in level ground
may be designed for an allowable passive pressure equal to an equivalent fluid
weight of 300 pcf. An allowable friction coefficient of 0.35 is recommended
for use in design.
Backfill placed behind the walls should be compacted to a minimum degree of
compaction of 90 percent using .light equipment. If heavy equipment is used,
the walls should be appropriately temporarily based.
March 9, 1984
218-lE, 5661
Page 2
Retaining walls should be supported on footing foundations designed in accor-
dance with the recommendations presented in our November 28, 1979 letter,
except that for low walls (less than H feet high) founded in level ground the
footing embedment depth may be reduced to 12 inches below the lowest adjacent
finished grade.
Our November 28, 1979 letter indicates that the compaction of utility and storm
drain trench backfills was not completed. Accordingly, unless there is proper
documentation indicating that the trenches were subsequently properly com-
pacted, we recommend that uncompacted backfills be removed and properly recom-
pacted to a distance of 5 feet on either side of the retaining wall alignment*
Our services consist of professional opinions and recommendations made in
accordance with generally accepted geotechnical engineering principles and
practices. This warranty is in lieu of all other warranties either express or
implied.
If you have any questions, please call.
Very truly yours,
ROBERT PRATER ASSOCIATES
• <&^.—^
ington. Jr.,Leslie H. Pennington, Jr1. , RCE No. 32,054
LHP:ls
Copies: Addressee (3)
Coneer Engineering, Attn: Mr. Kurt Pfizenmaier (1)
ftOBFftr PRATER ASSOCIATES APR 4 m*
November 28, 1979
218-1E, 3098
Polomar Airport Business Pork ;
6231 Yarrow Drive, SuTteC
Carlsbad, California 92008
Attention: Mr. Bernard W. Gil more
Re: Earthwork Observation and Testing Services
And Foundation Recommendations
Carlsbad Tract No. 79-1
Parcel B of Lot 12 - Pctomar Airport Business Park
Carlsbad, California
Gentlemen:
In accordance with your request we Have provided earthwork observation and testing
services in connection with the mass grading operations for the subject project. A geo-
rechnlcal Investigation for the business park was performed by our predecessor firm the
results of which were presented in a report entitled "Geotechnlcal Investigation, C.C.
& F. Palomar Airport Business Park - Phase 1, Carlsbad, California," dated February 26,
1974.
Our representatives were present at the site on an intermittent basis from August 31, 1979
to October 12, 1979 to observe the mass grading operations and to provide field density
testing services as required. The approximate locations of our field density tests ore shown
on the attached Site Plans, figures 1 and 2. The results of our field density and laboratory
compaction tests are presented in the attached Tables A and B.
Based on our observations and the attached test results, it is our opinion that the mass earth-
work operations were carried out in accordance with the recommendations of the geotechnlcal
investigation report and that all fill material was compacted to a minimum degree of compac-
tion of 90 percent based on ASTMTest Designation D1557-70.
Work remaining at the site which will require additional earthwork testing and Inspection
services includes 1) finish grading operations for individual building pads which will probably
require additional cuts and fills of probably less than two or three feet deep, 2) compaction
Son D*epo. CoMo"»o92/21 -f7UJ A&3-5605 / 630A/fo V.jro Dr^r Sw.i« 1QS. Vata. Codfexn-o 92063 -(7MJ 753-9144
November 2tt, 1979
218-1E, 3098
Page 2
of utility and ttorm drain trench bockfilU Which hove not been completed a of this date,
3) preparation and compaction of pavement vubgrode soils, ond 4) placement and com-
paction of pavement base rock materials.
We recommend that proposed buildings be supported on conventional, individual spread
ond/or continuous perimeter footings bearing on firm natural soil ond/or compacted Till
materials. Footings should be founded at (east IB inches below the lowest adjacent finished
grade. At this recommended depth, footings may be designed for allowable bearing pressures
of 2,500 pounds per square foot (pif) for dead loads, 3,500 psf for combined dead and live
toads, ond 4,500 psf for oil loads, including wind or seismic. The footings should. However,
have a minimum width of 12 inches. All -continuous footings should be reinforced with top
and bottom reinforcement to provide structural continuity and to permit spanning of local
irregularities. Post-construction differential settlements across the buildings are expected
to be within tolerable limits for the structures.
Building floor slabs may be supported directly on compacted fill and/or natural soil. Slab
reinforcing should be provided in accordance with the anticipated use of ond loads on the
slabs. In areas such as offices where moisture-sensitive floor coverings are to b« utilized
ond in other areas where floor dampness would be undesirable, we recommend that con-
sideration be given to providing an impermeable membrane beneath the slobs. The mem-
brane should be covered with 2 inches of sand to protect it during construction. The sand
should be lightly moistened just prior to placing the concrete.
Poorly graded imported sands and/or gravels (such as pea grave!) should not be used in areas
where slabs wilt be subjected to concentrated heavy loads such as would be imposed by
loaded forklifts.
Lateral lood resistance for building foundations may be developed in friction between the base
of the foundations ond the supporting subgrade. An allowable friction coefficient of 0.35
is recommended for use in design. An additional allowable passive pressure equal to on
equivalent fluid weight of 300 pounds per cubic foot acting against the foundation may b«
used in design provided the footings ore poured neat against undisturbed soil. These allow-
able values ore based on a safety factor of 1.5 applied to the ultimate values.
Any dock high retaining walls must be designed to resist lateral earth pressures from the
backfill materials as well as any floor surcharge loads. It Is recommended that walls re*
strained from movement ot the top be designed for on equivalent fluid pressure of 30 pounds
per cubic foot plus an additional uniform lateral pressure of 5H pounds per square foot, where
H is the height of backfill above the wall footing in feet. Unrestrained walls may be designed
for the 30 pounds per cubic foot equivalent fluid pressure only. Wherever walls will be sub-
ject to surcharge loads, they should be designed for on additional uniform lateral pressure
equal to one-half the anticipated surcharge pressure in the case of restrained walls and one-
third the anticipated surcharge pressure in the case of unrestrained walls.
November 27, 1979
218-1E, 3098
Poge 3 " :
Based on our general knowledge of the soils present on the subject lots and our past
experience in providing R-value test results for similar toils within the business park,
it is our opinion that a design R-value of at least 30 <s appropriate for use at this site.
Combining this R-value with selected traffic indices for different pavement loading re*
qutrements we have developed the following recommended pavement sections using Pro-
cedure 301-F of the State of California, Deportment of Transportation. The recommended
pavement sections contained In Table 1 should provide a pavement life of 20 years with a
normal amount of flexible pavement maintenance.
TABLE I -RECOMMENDED PAVfMENT SECTIONS
Pavement Components
Location
Asphalt
Concrete
(Inches)
2.0
Aggregate Base
Class 2
(Inches)
4.0
3.0 5.5
Total Thickness
(Inches)
6.0
8.5
Automobile Parking Areas
(T.l. -3.5 for 20-year life)
Traffic Channels ond areas .
subject to occassionol heavy vehicular
loads such as would be imposed by trash
trucks (T.I. - 5.0 for 20-year life)
Our services consist of professional opinions ond recommendations mode in accordance with
generally accepted soil and foundation engineering principles ond practices. This warranty
is in Iteu of all other warranties either express or implied.
If you hove any questions, please coll.
Very truly yours,
ROBERT PRATER ASSOCIATES
Robert Prater, C.E.
RP:lmt
AJtachments
Copies: Addressee (3)
Peter A. Lendrum Associates, Attn: Mr. Ed Wright (2)
LEGEND
• 1 Indicates approximate location of
field density test.
Approximate Scale (Feet)
^^s^s^zanazzs
D 100 200 400
Base: Sheet 2 of a set of grading plans entitled "Carlsbad Tract No. 79-1 Palomor Airport
Business Pork,** by Henry Worley Associates, doted July 12, 1979. ^______
ROBERT PRATER ASSOCIATES
Co"w''.fiQ So-'.
SITE PLAN
PALOMAR AIRPORT BUSINESS PARKCARLSBAD TRACT 79-1Carlsbad, California
PROJECT NO.
218-1E
DATE
November 1979 Figure }
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ROBERT PRATER ASSOCIATES
Co*>w'>">g Sol
SITE PLAN
PALOMAR AIRPORT BUSINESS PARKCARLSBAD TRACT 79-1Corlsbod, ColiforniQ
PROJECT NO.
218-1E
DATE
November 1979 Figure 2
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TABLE B
LABORATORY COMPACTION TEST RESULTS (ASTM D1557-70)
Compoction Test Description of Source of
(Curve)No. Moterioi Moterioi
SILTY SAND
(SM), tort
CLAYEY and
SANDY SILT
(MH), ion
SltTY and
SANDY CLAY
(CL-CH), tan
SILTY and
SANDY CLAY
(CH), ton
SILTY SAND
(SM), brown
SANDY SILT
(SM), tan
Onsite
Onsite
Onsite
Onside
Onside
Onsite
Maximum Optimum
Dry Density Water Content
(pet)
115.0
103,0
112.0
110.0
115.5
113.5
14.0
21.3
15.9
15.7
13.5
14.0
ROBERT PRATER ASSOCIATES *>bert*. P^, C.E.
Consulting Soil. Foundation & Geological Engineers Wm. Do^id Hespe/er, CE
June 12, 1985
218-1K, 6525
COLLINS C-
Mr. Neil Fox
P. 0. Box 583
Rancho Santa Fe, California 92067
Re: Earthwork Observation and Testing Services
Palomar Airport Office Park
El Camino Real and Cam i no Vida Roble
Carlsbad, California
Dear Mr. Fox:
In accordance with your request we have provided earthwork observation and
testing services in connection with the subject project. We previously per-
formed a geotechnical investigation for the entire Phase I development of the
business park which included the subject project site, the results of which
were presented in our report dated February 26, 1974. An earlier earthwork
observation and testing services and foundation recommendations report dated
November 28, 1979 was issued for the previous mass grading operations performed
in the area. Design recommendations for retaining walls were presented in our
letter dated March 9, 1984. In addition, an earlier earthwork obervation and
testing services letter dated June 29, 1984 was issued for the grading per-
formed in conjunction with the building pads.
During the period of June 13, 1984 through April 1, 1985, our representatives
were present at the site to observe the earthwork operations and to provide
field density testing services. The results of the field density and labora-
tory compaction tests are presented in the attached Tables A and B, respec-
tively. The approximate locations of the field density tests are shown on the
attached grading plans. Sheets 2, 3, and 4 of 4.
Based on our observations and the attached test results, it is our opinion that
the following items of work were satisfactorily completed in accordance with
the recommendations presented in the geotechnical investigation report.
1) The mass grading operations as referenced by Test Nos. 1-34, 41-50,
55-59, and 80-93.
2) Storm drain trench and box backfills as referenced by Test Nos. 35-40,
111-122, 124-127, and 130-132.
RECEIVED
JUN 141985
COLLINS CO.
10505 Roselle Sfreel, San Diego, California 92121 • (619) 453-5605
RECEIVED June 12, 1985
218-1K, 6525
Page 2
3) Sewer line trench backfill as referenced by Test Nos. 51-54, 60-79,
and 94-110.
4) Water line trench backfill as referenced by Test Nos. 123, 128, 129,
133-141, 145, 168, and 169.
5) The preparation and compaction of the pavement subgrade soils as
referenced by Test Nos. 142-144, 146-167, and 170-187.
6) The placement and compaction of the pavement base rock layer as refer-
enced by Test Nos. 188-231.
Our services consist of professional opinions and recommendations made in
accordance with generally accepted geotechnical engineering principles and
practices. This warranty is in lieu of all other warranties either express or
implied.
If you have any questions, please call.
Very truly yours,
ROBERT PRATER ASSOCIATES
ohn A. LaBar, RCE No. 22,385
JLB:ls
Attachments
Copies: Addressee (4)
Collins General Contractors, Attn: Mr. John Carhart (1)
RECEIVED
JUNU138S
COLLINS CO.
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TABLE B— "• • i•j
LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78)..
Compaction
Test
(Curve) No.
1
DECEIVED
141985
CO.
Description
of Material
SILTY and SANDY
CLAY (CH), tan
WELL GRADED
GRAVEL, Class 2
Aggregate Base,
brown
Maximum Optimum
Source of Dry Density Water Content
Material (pcf) (%)
SILTY SAND (SM), On-site
tan
CLAYEY and SANDY On-site
SILT (MH), tan
SILTY and SANDY On-site
CLAY (CL-CH), tan
On-site
SILTY SAND (SM), On-site
brown
SANDY SILT (SM), On-site
tan
Import
115.0
103.0
112.0
110.0
115.5
113.5
134.5
14.0
21.3
15.9
15.7
13.5
14.0
9.0
BUILDING ENVELOPE SUMMARY
BUILDING ENVELOPE COMPLIANCE
Project Designer-,
Project Tltta;
Project Address:
Documented by:
?*&6£?7
Checked by:
Form
(NR-8/81)
Date:
Permit Application Number:
7"A/» /orm provides ypace to /rts«rf summary dafa o/i f/ie building envelope, form t /a u*«d /n
conjunction with Form 2 and Form 3 worksheets to provide the necessary Information on
building heating (U-Vatue) and cooling (OTTV) design criteria compliance.
SITE DESCRIPTION
(from Building Location Data)
Location Cod* Number 1.
Latltuda 2.
Degree Qaya-Aeatffio; 3.
Solar Factor, S.F. 4.
Cooling AT, ASHRAE 5.
(design tump, - 7S°F)
BUILDING DESCRIPTION
(from plant}
Occupancy Type Code Number 6.
(from Occupant Ratings forBuildings and Rooms)
Gross Conditioned Floor Area. It2 7.
Number of Floors 8.
Average Gross Conditioned Area
per Floor, ft2 8a.
Average Wall Height per Floor.ft. 9.(facing conditioned space)
HEATING DESIGN CRITERION
Standard
Uft w ._—. 1 0. _4V H * - • -
Uof. 12.
MaximumAllowable Propo**d
/rmuse nof
Not*: Maximum Altowbl* </or«ra//
Proposed t/a--,.// art calculatmd on
4 o/ /?orm 27
for htftmd only buildings, Uor /s
calculated tor t/i« proposed building from
Form 2 (Hmatmd Only Building} using thm
value from L/ne 30 /or (/!• ar«a o/ skylights
and tha value from Line 37 for the overall
roof area.
COOLING DESIGN CRITERION
Standard
OTTVW ___ I
Proposed
OTTVW _____ 9
OTTVr
Standard
OTTV 20..23.
Line 23must not
exceedLine 20
Note: Standard OTTV and Proposed OTTV
are calculated on Page 4 of Form 2.
Note: For heated and cooled buildings,
OTTVf >a calculated tor the proposed
building from Form 2 (Heated and Cooled
Building) using the value from Line 25 for
the area of skylights and the value from
Line 27 for the overall roof area. The S
percent exemption does not apply to any
cooled buildings. .
^^^^"™ *"^^^^»
lELOTT
m CONDITIONING
HEATING - SHEET METAL
812 W.it Washington Avt. - Phom 746-1333 - Eicondido, C«. 92025
NON-RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO.
Effective July 1, 1978, every proposed non-residential building must be designed to
comply with the State Non-Residential Energy Conservation Law before a building
permit can be issued. To insure legal compliance, a signed statement shall be
furnished with the building plans and all necessary calculations, and substantiating
data shall be signed by a California licensed architect, engineer, building designer,
or contractor as complying with A, B, C, or D below. The statement, with completed
forms and calculations will become a permanent record with the building plans.
I have reviewed the plans and the required supporting calculations and data being
submitted for the proposed g^^^yfer^r^g *- tPff occupancy, non-residential
and the design submitted substantially conforms with:
A. COMPONENT PERFORMANCE (STANDARD DESIGN)
CAC Title 24, Division 4 through Division 9 (sections T20-1490 through T20-1542)
for the following: Design of the building envelope, HVAC systems and equipment,
service hot water heater, electrical distribution, and lighting. Forms 1 through
7 are submitted to document conformance. Form 8 shall be included if verifying
the life cycle cost of electric resistance heating.
Date Signature x' &^ Licensed as State of CA License No,
B. ENERGY BUDGET ANALYSIS (ALTERNATIVE DESIGN)
CAC Title 24, Division 2 (Sections T20-1479 through T20-1475)
The following documentation is provided (indicate one method).
( ) Computer Simulation of Year-Long Building Performance
(Includes computer printout plus Forms 13 and 14.)
( ) Simplified Manual Computation Method.
(Includes simplified manual forms plus Forms 13 and 14.)
NOTE ; Allowed only in buildings with occupant loads of 299 or less.
Date Signature Licensed as State of CA License No*