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HomeMy WebLinkAbout1547 CHESTNUT AVE; ; 79-6; PermitMODEL NO.
BUILD PERMIT APPLICATION
- City of CARLSBAD, CALIFORNIA 92008
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THIS PERMIT BECOMES NULL AND VOID IF V
TION AUTHORIZED IS NOT COMMENCED Wll
CONSTRUCTION OR WORK IS SUSPENDED OR
PERIOD OF 120 DAYS AT ANY TIME AF
MENCED.
1 HEREBY CERTIFY THAT 1 HAVE READ A
APPLICATION AND KNOW THE SAME TO BE 1
ALL PROVISIONS OF LAWS AND ORDINANC
TYPE OF WORK WILL BE COMPLIED WITH V
HEREIN OR NOT, THE GRANTING OF A
PRESUME TO GIVE AUTHORITY TO VIOLA
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OF CONSTRUCTION.
(DATE!
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WATER DEPT.
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MODEL NO.
BUILDING PERMIT APPLIC
City of CARLSBAD, CALIFORNIA 92008
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COMPENSATION INS. CARR?ER ' MAIL ADDRESS
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USEOFBUILDING
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SPECIAL CONDITIONS: 1
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APPLICATION' ACCEPTED BY: PLANS CHECKED BY APPROVED FOR ISSUANCE BY
rf-'s ' • 4^-i?r J -". ^ •' J'*^ "'v'/11 >f'r^'
DAT E^'"% ,!••' 'DATE
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
MENCED.
1 HEREBY CERTIFY THAT 1 HAVEsREAD AND EXAMINED THIS
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
SIGNATURE-OTj CON TR'AC TOR\OR AUTHORIZED AGENT (DATE) ,-•-'•
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PHONE . ...: ST AT EVCIC™H'"6S5- _•»..,„ .'.CITY LIC. NO.
PHONE LICENSENO.
PHONE LICENSE NO.
BRANCH . ' . .
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MICRO FILM FEE
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Const. \f /[/ Group /\^ "\. 1 \ ' ' —
Size of Bldg^^*~J^V/^- No. of , Max.
(Total) Sq. et<- <r~l £ Stories / . Occ. Load ,-—
Fire / / / t-'se /? / ^ire Sprinklers
Zone / ( f Zone '\"l Required LJYes LUNo^
.•-.,.Ji OFFSTREET PARKING SPACES:,>N,6. of • ^.^ . *~
.Dwelling Units ( ^Oered/Z_ Sq. Ft.b 5 TJ-Open
Special Approvals Required Received Not Required
PLANNING DEPT.
HEALTH DEPT.
FIRE DEPT.
SOIL REPORT
OTHER (Specify)
ENGINEERING DEPT.
WATER DEPT.
• •. .,..
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH. PERMIT VALIDATION CK.M.O.CASH
TOTAL. FEES $.
INSPECTOR
PLUMBING PERMIT APPLICATION'
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. Phone 729-11.81 Permit I
JOBADORESS
. LEGAL
1 DESCR.
MAIL ADDRESS
CONTRACTOR STATE LIC. NO. . CITY LIC. NO.
MAIL ADDRESS LICENSE NO.
MAIL ADDRESS LICENSE NO.
COMPENSATION fNS. CARRIER MAIL-ADDRESS
USE OF BUILDING
8 Class of work: '. j^NEW D ADDITION. D ALTERATION D REPAIR
9 Describe work:
PERMIT FEES
No.Type of Fixture or Item Fee
SPECIAL CONDITIONS:' ^ri-"-**1 WATER CLOSET (TOILET)
BATHTUB
•3 LAVATORY (WASH BASIN)
SHOWER 2U
KITCHEN SINK & DISP..JL^o-i?
DISHWASHER
APPLICATION«V(JCE>TED BY
3 •3^ 11
PLANS CHECKED BY APPROVE D FOR ISSUANCE BY LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
.2.
trt)
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREBY CERTIFY THAT I HAVE .READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
URINAL
DRINKING FOUNTAIN
FLOOR — SINK OR DRAIN
SLOP SINK
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER NUMBER CLEANOUTS lf~
CESSPOOL
SEPTIC TANK & PIT
ROOF DRAINS
-,...; .ISSUANCE FEE.-
f lc&ATURE OF OflTfER (IF OVV&ER'BUtO&gR)
\ \\ ~^-
" TOTAL FEES'
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLANfCHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
ELECTRICAL PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. PhOilC 729"1181 ' _ Permit No.
JOB ADDRESS
.> y
ATTACHED SHEET)
MAIL ADDRESS
CONTRACTOR MAIL ADDRESS STATE LIC. NO.CITY LICK NO.
ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO.
MAIL ADDRESS LICENSE NO.
COMPENSATION INS, CARRIER MAIL ADDRESS
USE OF BUILDING
8 Class of work: "P^NEW D ADDITION QALTERATION D REPAIR
9 Describe work:
Qt'.j?
PERMIT FEES
SPECIAL CONDITIONS:SWIMMING POOL WIRING,
NO INCREASE IN SERVICE
No. Each Fee
APPLICATION ACCEPTED BY:PLANS CHECKED BY APPROVED FOR ISSUANCE BY
NEW CONSTRUCTION, FOR EACH
AMPERES OF MAIN SERVICE, SWITCH,
FUSE OR BREAKER
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
NEW SERVICE ON EXISTING BLDG.
FOR EA. AMPERE OF INCREASE
IN MAIN SERVICE, SWITCH, FUSE
OR BREAKER
REMODEL, ALTERATION, NO CHANGE
IN SERVICE, FOR EA. AMPERE OF
INCREASE
TEMP. SERVICE UP TO AND INCLUD-
ING 200 AMP.
TEMP: SERVICE OVER 200 AMP.
PER 100
SIGNATURE O^CONTp'ACTORj OR AUTHORIZED AGENT
v\^^-4
(DATE)
/SIGNATURE: OF OWNER (IF OWKER BUILDER)
TOTAL FEES.2
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
ap
MECHANICAL PERMIT APPLICATION
City Of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. ' Phone 729-1181 Permit No
JOB ADDR ESS
LEGAL
1 DESCR.
ATTACHED SHEET)
MA IL ADDRESS
S.
CONTRACTOR MAI L ADDRESS STATE LIC. NO.CITY L/C. NO.
ARCHITECT OR,DESIGNER MAI L ADDRESS LICENSE NO.
MAIL ADDRESS LICENSE NO.
MAIL ADDRESS
USE OF BUI LDING
8 Class of work: D NEW D ADDITION D ALTERATION D REPAIR
9 Describe work:
Type of Fuel: Oil D Nat. Gas D LPG. D
PERMIT FEES
SPECIAL CONDITIONS:No.Type of Equipment Fee
Air Cond. Units-H.P. Ea.
Refrigeration Units-H.P. Ea.
Boilers-H.P. Ea.
Gas Fired A.C. Units-Tonnage Ea.
Forced Air Systems—B.TiU.MEa.
APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY Gravity Systems-B.T.U.M Ea.
Floor Furnaces—B.T.U.M
Wall Heaters.-B.T.U.M
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS.OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK, IS COM-
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED. THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF. LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, .THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Unit He&ters-B.T.U.M
Evaporative Coolers
Clothes Dryers
Ventilation Fan
Range Hood
Air Handling Unit—C.F.M:
Incinerator
SIGNATURE OF CON TRAC,TOH"O» AUTHORIZED AGENT
ISSUANCE FEE
.T6AL';FEEs-:-
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
f*
\
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT
•BUILDING ADDRESS:^x JAN 9 1979
CITY OF CARLSBAD"
PLANNING DEPARTMENT
ZONE &
UNITS ALLOWED
_LOT SIZE LOT WIDTH
/ UNITS PROVIDED /
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:f
ALLOWED ^
PROVIDED
_PROVIDED
_PROVIDED
PROVIDED
-Z—
SIDE SETBACK:
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS:KJ/A
REAR SETBACK:
ENVIRONMENTAL PROTECTION REQ:
.SCHOOL DISTRICT FEES: DISTRICT:
ADDITIONAL COMMENTS:
* ENGINEERING DEPARTMENT
INDUSTRIAL WASTE
SEWER CONNECTION
GRADING PERMIT EASEMENTS
LEGAL DESCRIPTION 2,^5
ijDRIVEWAY LOCATIONS
ADDITIONAL"COMMENTS
dOK TO IIS SUE?DATE PWl QK TO FINAL DATE
FIRE DEPARTMENT
SPRINKLING SYSTEM
FIRE ALARMS
_FIRE PROTECTION EQUIP ._
EXITS
FIRE HYDRANTS LOCATION
ADDITIONAL COMMENTS
\
OK TO FINAL DATE
,CTS MET DATE
CONSULTING ENGINEERS AND GEOLOGISTS
WILLIAM G. CATLIN, Pr«i!donl 7841 EL CAJON BOULEVARD TELEPHONE
BCE 11579 LA MESA, CALIFORNIA 92041 (714) 464-2222
March 13, 1979 ,
ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAl PROPERTY OF CLIENTS. AUTHORIZATION fOR PUBLICATION OF OUR REPORTS. CONCLUSIONS, OR tXTBACTS
fKOM OR REGARDING THEM IS RESERVED PENDING OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES.
Mr. 01m Largent
3282 Berger Avenue
San Diego, California ^
Subject: Project No. 14A42
Report of Compacted Filled Ground
Proposed Residential Building Site for Mr. Jim Largent
1547 Chestnut Street
Carlsbad, California
Dear Mr. Largent:
This report records our observations and the results of a test performed
in connection with our inspection of the compaction of filled ground
placed on certain areas of subject property, more particularly referred
to as Assessor's Parcel No. 205-220-05, in the County of San Diego, State
of California. •
The grading was accomplished on March 12, 1979.
The depths of fill at which the test was taken and the final test results
are presented on page T-l under "Table of Test Results." The laboratory
determinations of the maximum dry density and the optimum moisture moisture
content of the fill soils are set forth on the same- page under "Laboratory
Test Results." The approximate location of thetrfilled ground and the field
density test are presented on Drawing No. 1 entitled' "AppV^x{mate Location
of Compacted Filled Ground." ' r ' .*'!'>''
***•"
The results of the test and observations indicate that the soils placed on
subject site have been compacted to at least 90 percent of maximum dry density.
Test results indicate that the soil will support the proposed building structure
without detrimental settlement, if the foundations are placed at least 5 feet
back from the top of slope. Foundations placed closer to the top of slope
than 5 feet should be deepened such that the face of foundation at the level
of the bottom is at least 5 feet back from the face of slope at that level.
(Please refer to Appendix E).
None of the soils encountered on the site were considered to be sufficiently
expansive with respect to change in volume with change in moisture content
to warrant special design of slabs and .footings to resist expansive soils.
A safe allowable soil bearing value of 1,500 pounds per square foot may be
used for firm natural or uniformly compacted filled ground as set forth in
the Uniform Building Code Table 29-B for sand.
Page 2 Project No. 14A42 Mr. Jim Largent 3/13/79
It should be noted that proper control of the site drainage and continuous
maintenance of all drainage facilities is an important factor related to
the overall stability of both cut and fill slopes. It is therefore recom-
mended that all necessary efforts be made to direct any surface runoff
away from the foundations of the structure(s) and to the street or drainage
facilities without intermediate ponding. It is further recommended that
drainage be maintained such that surface waters are not permitted to flow
over the top of any exposed slopes.
Page T-l, Drawing No. 1, and Appendix E are parts of this report.
Respectfully?submitted,
Reviewe
- William G. Catlin, RCE 11579
Distr. (3) Addressee
mks/tjl/clh
CAUIN AND COMPANY INC « JNSUITING ENGINEERS AND GEOLOGISTS
Page T-l Project No. 14A42 Mr. Jim Largent 3/13/79
TABLE OF TEST RESULTS
Test
No.
Height
of Test
From Toe
in Feet
Field
Moisture
% Dry Wt.
Dry
Density
Ib/cu.ft.
Maximum
Dry
Density
Ib/cu.ft.
Percent
Compaction
Date
of
Test
+2'7.5 115.2 122.0 94.4 3/12/79
LABORATORY TEST RESULTS
The maximum dry density and optimum moisture content of the fill materials
as determined by the A.S.T.M. Dl557-70 method, that uses 25 blows of a
10 pound rammer falling from a height of 18 inches on each of 5 layers in
a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as
follows:
Soil Type
Light brown silty
fine sand
Maximum
Dry Density
Ib/cu.ft.
122.0
Optimum Moisture
Content
% Dry Wt.
11.0
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CATLIN AND COMPANY INC.Appendix E