HomeMy WebLinkAbout151 REDWOOD AVE; ; CB881456; Permit.1 hsysby affirm that I am licensed under
provisions of Chapter 9 (commencing with
-Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
full force and effect. -
I hereby affirm that I am exempt from the Contrac-
tors License Law Ion the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which re-qaires a permit In construct, alter, improve, demolish. or
repair any structure, prior toils issuance also requires the ap-plicant for such permit to tile a signed statement that he is
licensed pursuant to the provisiOns 01 the Contractors License Law (Chapter 9 commencing with Section .7000 of
Division 3 of the Business and Professions Code) or that is ex empt therefrom and the basis for the alleged exemption Any
violation 01 Section 7031.5 by an applicant for a permit sub-facts the applicant to a civil penalty 01001 more than live huo'
dred dollars ($500).
II I. as owner,01 the property. or toy employees with wages
as their sole comp000atino, will do the work, and the stroc-
lore is not intended or offered for sale (Sec. 7044. Business
and Professions Code: The Contractor's License Law duos
n
ot
apply to an owner xl property who builds or improves
thereon and who dons such work himself or through his own employees, provided that such improvements are not intend-
ed or offered For sale. II, however, tee bdlldl0f or improve-ment is sold within one year 01 completion. the owner-builder
will have the burden 01 proving that he did not build or im-prove for the purpose of sale).
I. as owner of the property, am exclusively contracting
With licensed contractors to construct the project (Sec. 7044.
Business and Professions Code: the Contractor's License Law duos not apply loan owner of property who builds Or im' - proves thereoo, and who contracts tsr each projects with a
contractor(s) license pursuant to the Contractor's License Law).
II As a homeowner lam Improving 107 home. and the follow-
ing conditions exist: • I. The work in being performed prior to sale.
I have lived in my home to, twelve months prior to completion of this work,
I have not claimed this exemption during the last fume years
0 lam exempt under Sec. ___________________ - B & P.C.
for this reason
thereby affirm that I have a certificate 01 consent to
selt.inSu,e. or a certiticate Of Workers' Compensation In.
surance. or a certified copy thereof (Sec. 3800. Labor Code)
POLICY NO -
COMPANY
`2 Copy is tiled with the City
Certified copy is hereby furnished -
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed it the permit
is to, one hundred dollars ($100) or less)
1 certify that in the performance 01 the work for which
thiu permit is Issued. I otlatl not employ any person in any I
manner so as to become subject to the Workers' Compen-
sation Laws 01 California,
NOTICE TO APPLICANT: It, alter making this Certificate
of Exemption, you should become subject to the Workers'
Compensation provisions of the Labor Code, you must
forthwith comply with such provisions or this permit shall
be deemed revoked.
lea 0 -a
III Z
31
- USE BALL POINT PEN ONLY & PRESS HARD - APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT
' APPLICATION & PERMIT
- 2075 Las Palmas Dr., Carlsbad, CA 92009.1915(619) 438.1161 -- . - - ' - - - -•
JOB ADDRESS AV. ST.RO. THOMAS BROS NO. DATE OF APPLICATIONI BUSINESS LICENSE 01
15
VALUATION PERMIT NUMBER
/ y I 17 8' . 9
LOT BLOCK
'
SUBDIVISION f ASSESSOR PASCEL NO. CONTRACTOR CONTRACTORS PHONE a ZONE
OWNERS NAME PHONE OWNER'S
BUILDING SQ. FOOTAGE CONTRACTOR'S ADDRESS STATE LICENSE NO.
-
OWNER'S MAILING ADDRESS
( DESIGNER 5k Li3 v DESIGNER'S PHONE
- 4184 01/17/89 0001 01 02' OF SC R I ____ 6 DESI GNER'S ADDRESS STATE LICENSE NO. ' 1mt 11309.0
F/P FLR ELEV. I NO o I EDU I STORIES
F I - -
AY/AC
I CENSUS TRACT PARKING SP CE
I
RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT
AREA
1'
I TYP
C/
0CC LOAD
I
____ pi SPR I / vO N 0 YO NQ/ vJ N
-
.
No: Valid Unless Machine Certified
-
QTY. PLUMBING PERMIT - ISSUE '7, 5, OTY. MECHANICAL PERMIT - ISSUE - COUNT NUMBER -
EACH FIXTURE TRAP - ' INSTALL FURN. DUCTS UP TO 100,000 BTU , 8UN OO1-510'0Q'OO-8220 Jo •7"7 : EACH BUILDING SEWER , OVER 100,000 BTU . kRMIT 001'810'00'00-8221
- EACHWATER HEATER ANUrOR VENT . BOILER/COMPRESSOR UP TO 3 HP PLAN CHECE' \ J-00,O-8891. -70 0
EACH GAS SYSTEM 1104 OUTLETS . - BOILER/COMPRESSOR 3.15 HP TO1\''9MBING
EACH GAS SYSTEM S OR MORE - / METAL FIREPLACE . ELECTRICAL
1O-0O-0O'8223
EACH INSTAL.. ALTER, REPAIR WATER PIPE .
VENT FAN SINGLE DUCT .. ç1A'AI 001'810-00'00-8224
2 EACH VACUUM BREAKER . - MECH EXHAUST HOOD/DUCTS . 001-810-00-00-8225
WATER SOFTNER . RELOCATION OF EA FURNACE/HEATER , 001-810'00-00'8226
- EACH ROOF DRAIN (INSIDE)
.
DRYER VENT . STRONG MOTION 880-519-92-33 /
TOTAL MECHANICAL FIRE SPRINKLERS 001-810'00'00-8227
'blAt PLUMBING /- . PUBLIC FACILITIES FEE 320-810-00'00-8740
- BRIDGE FEE 360-810-00-00-8740
QTY. ELECTRICAL PERMIT. ISSUE QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA
NEW CONST EA AMPSWI SK /6-s CAR PORT -- . TIF ' -- 3'1000T003 -
I PH 3 PH ,
-
AWNING , LA COSTA TIF 311-810-00-00-8835
- EXIST BLDG EA AMPISWT:BKR GARAGE . FMF f
-
1 PH -/ 3 PH .
-
. . LICENSE TAX .035 001-810'00'00'8162 '
REMODEL'ALTER PER CIRCUIT . , , . MIFF 880-519'92-57 j9Q
-
TEMP POLE 200 AMPS
OVER 200 AMPS
TEMP OCCUPANCY (30 DAYS)
_______________________________________________________________________________________________ _______________________________ _____________________________________ _______________________________________________________________________________________________ ____________ ______________________
CREDIT DEPOSIT Co9b " /
IOTAL ELECTRICAL
I
TOTM
, TOTAL FEES PAYABLE I J —
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY I Expiration Every permit issued by the Building Official under the provisions of this * AN OSHA PERM:T IS REQUIRED FOR EXCAVATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall aspire by limitation and become null and void lithe building or work 50" DEEP AND DEMOLITION OR CONSTRUCTION OF I authorized by such permit is not commenced Within 180 daya from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the uiIding or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned at any ime altar the work is Commenced for a period of 180 days
STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND
KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLIC OWNER SI NATURE It CONTRACTOR 0 APPROVED BY
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE '!
0"DA
GRANTING OF THIS PERMIT. BY PHONE '(s?
0 I hereby affirm that there-is a construction tending.
agency br the performance 01 the work for which this per.
mit is issued (Sec. 3097. Civil Code)
ILIA Lender's Name_.......
JI . - L Lender's Address_________________________________ I
TYPE I DATE INSPECTOR
BUILDING
FOUNDATION kif &a
REINFORCED STEEL
MASONRY
GLJNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING
SHEATHING 0 ROOF 0 SIIEAR /1
FRAME I4 IV IL
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
O SEWER AND BLICO 0 PLICO
UNDERGROUND -WASTE DWATER 2.•23 11 /i-6
TOP OUT 0 WASTE 0 VIATER
TUB AND SHOWER PAN
GAS TEST O WATER HEATER 0 SOLAR WTER
ELECTRICAL _______
O ELECTRIC UNDERGROUND DUFFER 3. 1M
ROUGH ELECTRIC .' ç rt4 ELECTRIC SERVICE 0 TEMPORARY
O BONDING 0 POOL
MECHANICAL
O DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS r"JIA t
CALL FOR FINAL INSPECTION WHEN - ALL APPROPRIATE •
ITEMS ABOVE HAVE BEENAPPRO.VED . -.
_FINAL
PLUMBING '' c7
ELECTRICAL
MECHANICAL
GAS \• .c -''
BUILDING
SPECIAL CONDITIONS
c ... e
' S.-. •
c%gg ,'fs7t'
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
INSPECTION REQ. IF INSPECTORS ATE . • - •. - CHECKED APPROVAL
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE - •
OVER 2000 PSI
PRESTRESSED .
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
-
•
' j - - - - .rs,. ç;.1 ' -
____________-
________________________ ;-•. (•3 'V?• _________ -
- ' -.-.., -. . . . ___• •
Tic OT\T.\ CO 07 05
.r-1
.,
_._ •
:-4 --
- ; (_ ___•-, I- ••••___ S.
g
ill 2 r' 0 1 hereby affirm that I am licensed under
d!I QI prov'slone of Chapter 9 (commencing with
Jj J SuctIon 7000) of Division 3 of the Business
IY - and Professions Code, and my license is in
V L full force and effect.
i hereby affirm that i am exempt Irose the Centrac' tern License Law to, the following reason (Sec. 7031.5
Business and Pretensions Code: Any city or county which re-quires a permit to construct. alle,, improve, demolish, or repair any structure, prier toils issuance also requires the ap-
plicant for such permit to tile a signed statement that he is
licensed pursuant to the previsions 01 the Contractors
License Law (Chapter 9 commencing with Section 7000 01
Division 301 The Business and Pretensions Code) or that in ex-empt therefrom and the basis for the alleged eoemptinn. Any
Violation of Section 7031.5 by an applicant for a permit sub' lects the applicant to a Civil penalty 01001 more than live hun-
dred dollars ($5001.
I I, as owner 01 the property, or my employees with wages
as their sole compensation, will do the work, and the struc' tare in not intended or uttered to, sale (Sec. 7044. Business
and Professions Code. The Contractor's License Law does not apply in an owner of property who builds or improves
thereon and who dons such work himself or through his own
employees, provided that such improvements are not Intend-it or offered br sale. If. however, the building or improve-
ment is sold within one year 01 completion, the owner-builder will have the burden of proving that he did not build or im-
prove for the purpose 01 sale).
II I, as owner 01 the property, am exclusively Contracting
with licensed contractors to construct the project (Sec. 7044. Business and Pretensions Code: The Contractor's License
Low does not apply loon owner of property who builds orim-proves thereon, and who contracts fur each projects with a contractor(s) license pursuant to the Contractor's License Law).
Ii As a homeowner lam improving my home. and the 10115w' ing conditions exist:
I, The work is being puflermed prior to sale. I have lived in my home br twelve months prior to completion 01 this work. I have not claimed this exemption during the last three years.
0 lam exempt under Sec. _________________ . BE P.C. for this reason
80 lit 0
I
USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
thereby affirm that Inane a certificate 01 consent to
neitinnure. or a certificate ol Workers' Compensation In- I surance. era certitied copy thereof (Sec. 3800. Labor Code)
POLICY NO.
COMPANY
Copy is hInd with the city
0 Certilied copy in hereby tarnished
la 116
CERTIFICATE OF EXEMPTION FROM O WORKERS' COMPENSATION INSURANCE p
in (This section need not be completed if the permit
80 In for one hundred dollars ISlOOl or 1080)
19 0 i ceflity that In the performance of the work for which this permit in issued. I shall not employ any person in any
manner so as to become subject to the Workers' Compen' I
- sation Laws 01 California.
NOTICE TO APPLICANT: If. alter making this Certificate
01 Exemption. you should become subject to the Workers'
Compensation provlol000 Of the Labor Code, you must 1,
forthwith comply with such provisions or this permit shall p be deemed revoked.
1" 0 I hereby affirm that there is a construction lending
agency her the performance 01 the work for which this per.
ci mit is issued (Soc. 3097. Civil Code) - ZI WI Lenders Name
-II L Lender's Address_________________________________
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161
.108 ADDRESS AV, ST. RD. THOMAS BROS NO. DATE OF
r
PPLICAohal
5L 2/i?
'fl
BUSINESS LICENSE # VALUATION PERMIT NUMBER
LOT B CONTRACTOR J SUBDIVISION ASSESSOR PARCEL NO. ZONELOCK CONTRACTORS PHONE a
OWNER' NAME OWNER' S PHONE
BUILDING SO. FOd,AGE CONTRACTOR'S ADDRESS STATE LICENSE NO.
OWNER'S MAIL G ADDRESS
5 Sid DESIGNER .c7 LOC),\),-YQ d2i DESIGNER'S PHONE
DESCRIPTION OF WORK
DESIGNER'S ADDRESS STATE LICENSE NO. 4571 02/02/89 0001 01 02
BldPmt 15.0
F/P FLRELEV, NO
STORIES
YO NO -I OCCGP EDU I ___
CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT I TYPE 0CC LOAD I FIRE SPR
AREA I CONST
— 0 N 0 I 'YO NO I YO NO Not Valid Unless Machine Certified - —
QTY. PLUMBING PERMIT ISSUE 9 OTY MECHANICAL PERMIT- ISSUE /5' , SUMMARY/ACCOUNT NUMBER
— EACH FIXTURE TRAP , — INSTALL FURN. DUCTS UP TO 100.000 BTU BUILDING PERMIT 001'810'00'00'8220
EACH BUILDING SEWER OVER 100,000 BTU , SIGN PERMIT 001'810-00'00'8221
— EACH WATER HEATER ANOiOR VENT , — BOILER/COMPRESSOR UP TO 3 HP - PLAN CHECK 001-810-00-00-8891
— EACH GAS SYSTEM I TO OUTLETS , — BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 001'8I0'00-00'8222
EACH GAS SYSTEM S OR MORE , METAL FIREPLACE ELECTRICAL 001-810-00-00-8223 75
— EACH INSTAL.. ALTER, REPAIR WATER PIPE . — VENT FAN SINGLE DUCT MECHANICAL 001'810-00-00-8224
EACH VACUUM BREAKER , . MECH EXHAUST HOOD/DUCTS MOBILEHOME- 001'810'00-00-8225
— WATER SOFTNER , RELOCATION OF EA FURNACEII ,AJf1" SOLAR 001'810-00'00-8226
— EACH ROOF DRAIN IINSIDEI ' , — DRYER VENT MOTION 880-519-92-33
TOTAL MECHANICAL SPRINKLERS
PUBLIC FACILITIES FEE
001-810-00-00-8227
320-810-00-00-8740 TOtAL PLUMBING '
MOBILE HOME SETUPG S " BRIDGE FEE 360'810-00-00'8740
PARK OTY, ELECTRICAL PERMIT - ISSUE OTY -IN-LIEU (AREA
NEW CONST EA AMP'SWI- UK ' ' CAR PORT 10 . TIF 312-810-00-00-8835
1 PH 3 PH . AWNING , LA COSTA TIF 311-810-00-00-8835
EXIST BLDG (A AMPISWTBKR . . GARAGE - FMF
1 PH 3 PH , — . LICENSE TAX 001'810'00'00'8162
REMODEL'ALDR PER CIRCUIT . MFF 880-519-92-57
TEMPPOLE200AMPS
OVER 200 AMPS
/ TEMP OUPACY 130 0A .1)
CREDIT DEPOSIT
TOTAL ELECTRICAL TOTAt TOTAL FEES PAYABLE
-
Every permit issued by the Building Official under the I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY 1 Code ode shell expire by limitation end become null and void If the provisions of this * AN OSHA PflT IS REQUIRED FOR EXCAVATIONS OVER building or work CERTIFY UNbER PENALTY OF PERJURY THAT ALL INFORMATION ,HEREON INCLUDING-THE 50" DEEP AND DEMOLITION OR CONSTRUCTION OF authorised by such permit is not commenced within 180 days from the date of such ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit or if the bu,jl4ng or work authorized by such permit STRUCTURES OVER 3 STORIES IN HEIGHTDECLARATIONS is suspended or - ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON abandoned et any lyvne liter the work is commenced for a period of 180 dave.
CONTRACTORO AP ED BY DATE KEEP HARMLSS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND -
STRUCTION WHETHER SPE9IFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND APRLICA~SIAT E * OWNERD
EXPENSES ,WHI'1"M&Y IF ANY WAY AGCRIJE AGAINST SAID CITY INCONSEQUENCE OF
'
-- GRANTING d'THIS EAMñ'.....-': :.•-
BYPHONE 0
TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME 0 FLOOR 0 CEILING.
SHEATHING 0 ROOF 0 S}EAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
SEWER AND BLICO 0 PIJCO
UNDERGROUND DWASTE DWATER
TOP OUT 0 WASTE D*ATER
TUB AND SHOWER PAN
GAS TEST
O WATER HEATER 0 SOLAR WTER
ELECTRICAL
O ELECTRIC UNDERGROUND 0 UFFER
ROUGH ELECTRIC
O ELECTRIC SERVICE 0 TEMPORARY
O BONDING 0 POOL
MECHANICAL
DUCT & PLEM., 0 REF. PIPII'IG ..• -
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN
ITEMS ABOVE HAVE BEEN APPROVED
ALL APPROPRIATE
FINAL
PLUMBING -
ELECTRICAL
MECHANICAL
GAS l
BUILDtNG
SPECIAL CONDITIONS
- c eJltt
FIELD INSPECTION RECORD
ca
I3EOUIRED SPECIAL INSPECTIONS INSPECTORS NOTES
INSPECTION REQ. IF INSPECTORS DATE
- CHECKED APPROVAL
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS -
)r' ,'•-.'j '. . CASHIER'S VALIDATION 4 -
SEWER PERMIT APPLICATION
Development Processing
Services Division
2075 Las Palmas Drive
Carlsbad, CA 92009-4859
(619) 438-1161
4184 01/17/89 0001 01 04
8an1tn 19$0.00
APPLICANT TO FILL IN SHADED AREA SEWER PERMIT NUMBER: SE / 7
BUILDING PLAN CHECK NUMBER: PC 'i'P' (
BUILDING ADDRESS: I Et~XO vE • BUILDING TYPE: _________________________________
NUMBER OF EDU'S: / I
OWNER: kE.i
MAILING ADDRESS: E70 t;1r 1i AE 1 i\
i:roi o, cA. i244
CALCULATIONS:
MAILING ADDRESS: -- Jt €
LEGAL DESCRIPTION: LC17T I C13 1 ZL.CeL.. le-
We k 1747.
(i -rid P
ASSESSORS PARCEL NUMBER: —
CONNECTION FEE
COST -PER UNIT _______ x / UNITS
LATERAL CHARGE:
I
TOTAL CHARGES: / I
-
PREPARED BY:
PRINTED NAME)
COMMENTS:
WHITE: DIMS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant
-
FINAL BUILDING INSPECTION
- ...
PLAN CHECK NUMBER 881456 DATE 81589
PROJECT NAME:
ADDRESS: 151 Redwood . .. .. . .
-.
.
PROJECT NO:: UNIT NUMBER: _________________ PHASE NO.: . . .
TYPE OF UNIT SFD NUMBER OF UNITS
CONTACT PERSON e(efl Spencer
CONTACT TELEPHONE: 729-1439. . .. : ..
Bldg. Enq,Utl, Water •
: .. : •. .
.,
INSPECTED . DATE.•. -
BY: ._._. INSPECTED: ___________ APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: _______________________ INSPECTED:
.
APPROVED DISAPPROVED
INSPECTED DATE
BY _______________________ INSPECTED ____________ APPROVED ______ DISAPPROVED
COMMENTS:. , . -
: •:
-----------------
... . . . . . ...• . . .
'1F . •
.. :'-. .,-•. - :
7/
4
Rev. 1186 WHITE Suspense BLUE Water District GREEN Engineering UttIiti IIPK Planning GOLD Fire
¶*
FINAL BUILDING INSPECTION 4'
PLAN CHECK t'UMBER 881456 DATE 8-15-89
PROJECT NAME:
ADDRESS 151 Redwood
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.:
TYPE OF UNIT SFD NUMBER OF UNITS
CONTACT PERSON Ken Spencer
CONTACT TELEPHONE 729-1439
Bldg, Enu.Uti. Water.
.INSPECTED / I) DATE .
BY: - -. W- -k . INSPECTED: .O' /O_./ APPROVED _____ DISAPPROVED
INSPECTED ii) 00,
INSPECTED APPROVED PPROVED
INSPECTED DATE
BY _______________________ INSPECTED APPROVED DISAPPROVED
'a I
COMMENTS: .... . . ... . .:'
ct. Jor 13u'L7- I
AAJ
4
I,
.1 F .
Rev. 1186 WHITE Suspense BLUE Water Dustric Englneering CAARY Utilities PINK Planning GOLD Fire
1 i7l 7pr -
FINAL BUILDING INSPECTION
5.
PLAN CHECK NUMBER 881456 DATE 8-15-89
-
- -. PROJECT NAME: . -.
ADDRESS 151 Redwood :
-
. . ....-..
PROJECT NO _________________ UNIT NUMBER:.,..• PHASE NO
TYPE OF UNIT SFD NUMBER OF UNITS
CONTACT PERSON Ken Spencer
CONTACTTELEPHONE 729-1439
J S
Bida Enci.Uti Water
INSPECTED DATE AUG 1 7-198911
BY ,'INSPECTED:, _______________________ INSPECTED ____________ APPROVED ______ DISAPPROVED .-
S -
INSPECTED DATE _INSPECTED
BY _______________________ INSPECTED ____________ APPROVED ______ DISAPPROVED
S S.
INSPECTED DATE
'BY ______________________ INSPECTED ___________ APPROVED ______ DISAPPROVED
5 5
'CadMunicipal COMMENTS Watr Dlstict Eninuedny Depanmeni
9)'-438;-3367
S
- -•.'..: ,. . .. .. • .9 r
- '. . . -..
-. .-.- -.
. -. •- . . - . . .
I-
4
-
AD MUNICIPAL WATER DISTRICT
Rev. 1/86 WHITE Suspe Water Distric GREEN Engineering, NARY Utuiltles PINK Planning GOLD Fire
RESOURCE DEVELOPMENT CORPORATION
CIVIL ENGINEERING • SURVEYING
P.O. BOX 1025 • ENCINITASI CA 92024 • 16191942-1106
To:
City of Carlsbad February 9, 1989
1200 Elm Ave JN88-067
Carlsbad, CA 92008
Re: Spencer Residence
Building Permit No. 88-1456
To Whom It May Concern,
As requested by the building inspector and soils engineer,
we have inspected the foundation excavation and footing A1
reinforcement for the garage retaining/bearing wall for the
subject project and found them to be in conformance with the
approved plans, the structural design recommendations prepared
by our firm, and the recommendations contained in the soils
investigation and compaction report prepared by MV Engineering.
Sincerely,
' RESOURCE DEVELOPMENT CORPORATION. •
, BRIAN'o
DONALD rVC1
* CIVL ! • JA. Pro sonI By Brian Donald, RCE 26175
•
-. 1) '. - 3t-'i'.
II le •
'l??, Op c
-
I
RESOURCE DEVELOPMENT CORPORATION
CIVIL ENGJNEERING • SURVEYING
P.O. BOX 1025 • ENCINITAS, CA 92024 • cal 9)942-1 106
Job No.: 88-6'lX
Owner: Ken Spencer
Site 11 Redwood, Carlsbad.
Field Corrections
5-16-89
These revised Held d c c)nhl t i ns arti in response to City of
Carlsbad Building 1.IIpICti()IS cotectiun notice dated 5-10-89. '
The follolnq items as addte33ed on the correction list must
comply with the attached details to meet our approval.
Trimmers at 8' openings:
The existing single trimmers at 8' openings located in the
family xoomo first floor, and the living room,...second
floor, are adequate and can support the design loads. The
dining room header must be properly supported per detail A
sheet 2.
4 X 10 at corner-upstairs deck
The exItiny EI.kl ce,iulltloti shall meet the requirements
of detail B sheet 3.
4 X 10 at dining room:
4 X 10 column and shear connections at the lower, level
shall comply with detail C sheet 4.
By:
Resource Development Corporation
P.O. flax 1025
Encinilas, CA 92024
Brian Donald
RCE .26175
i BRIAN •. - . . -
DONALD
No. 2075
Cr Pssion
OF C
-
.. JOB-6-0—
RESOURCE DEVELOPMENT CORP. SHEET NO..._.Z________
1054 Second St. P.O. Box 1025
ENCINITAS, CALIFORNIA 92024 . CALCULATED BY___________________ DATE_________________ (619) 9424106 CHECKED BY ________________________ DATE___________________
- 'SCALE
......i........J..............................................I..........................................................................................................!................_...:.............
...........
tL 4 T
ism
...............I4LA3............
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............................
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..............I. . I
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I .1 I I
I .
MM 2%1 CII4o. M,i. 01471.
Uii. 01471.
JOB-________
RESOURCE DEVELOPMENT CORP. SHEET NO. OF • 4
1054 Second St. P.O. Box 1025 . --- - -.
ENCINITAS, CALIFORNIA 92024 CALCULATED BY__________________ DATE
(619) 942-1106 CHECKED BY - DATE_
SCALE
JOB_________________
RESOURCE DEVELOPMENT CORP. SHEET NO. 4 OF _4
1054 Second St. P.O.'Box 1025
ENCINITAS, CALIFORNIA 92024 . CALCULATED BY__________________ DATE________________
(619) 942-1106 . • . . CHECKED BY DATE
SCALE
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ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: [] APPLCT
,o-~ JURISDICTION
JURISDICTION: '
[]FILE COPY
99
PLAN CHECK NO: C# - c7 - 14o SET: []UPS
E]DESIGNER
PROJECT ADDRESS: 05 iz CA .toocL
PROJECT NAME:
D 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 are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
F1 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.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone #________________
REMARKS: • 4-4,/g, lop II , 4 c_ v\
cc .
By: _3t'iu _ot5,A-.) Enclosures: oyn ___________________ ESGIL CORPORATION
/9
ESGIL CORPORATION.
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:' DEELGAN.T.
CT:
JURISDICTION: C/i)' 0F AN. CHEC
[]FILE .COPY
PLAN CHECK NO: /"' SET: _?4- us
- ODESIGNER
PROJECT ADDRESS: 151 9,ED1J-trlD -i#6
.PROJECT NAME:''/'EilcEiZ&-51D&A146
D The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
D The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
D 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 for your information.
The plans are being held at Esgil Corp. tintil corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to: IN -rge' A giJoL..D P o E,o >' o 2- 6
CA qzoi4 .
o 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 L
- • I , been completed. person contactea: _ii-c. 42Y.24 it JW
Date contacted: Telephone # /0(f
REMARKS:
By: STD 4L-t4 Enclosures:__________________
ESGIL CORPORATION
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PLAN CORRECTION SHEET
lane Check No._____________________
FOREWORD: PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department or
other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with. the cited codes and regulations.
Per Sec. 303 (c), of the Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
D- Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you b the juridlction, 1. to: /L-
32o eq~p EA& 2e 676 W
c5AiJ &f d, 4- 21 23
To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
D- Thefollowing items have not been
resolved from previous plan reviews.
The original correction number has been
given for your reference. Please contact
me if you have any questions regarding
these items.
Date plans received by plan checker 72/f 3/g'f
Date plan check completed / if z_/
Dy yeD A-Leøv
ESGJECORPORATION
30 CHESAPEAKE DR.. SL'ITE 208
SAN DIEGO, CA 92123
(619) 560H46
DATE:
,
/'
J (S yDICTION: CITY OF CARLSBAD
PLAN CHECK NO: 8— /4DC SET: I
PROJECT ADDRESS: I 3 I SE. i) U)-OiO A
PROJECT NAME: F/J(
IS DI CI ON
N—CHECKER
FILE COPY
UPS
DESIGNER
D 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
D with the jurisdiction's building codes when minor deficien-
cies identified - are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
0 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.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
T €. F3.2j.joD 102-5
JCIA)( -,- . C4 ' ZD 24
U Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the elan check has 0 been completed. Person contacted: TL' /4iAJO L17
Date contacted: Telephone #_'42-
REMARKS:
BY: $Y&17 ,4L.E&,vi ENCL:_____________
ESGIL CORPORATION
PLAN cW RD: ______________
JURISDI: CITY OF CAm.D
1: r A,uoL,
Oix io2S
,j A s, C-A q Zo Z 4
PJ AIS:I I IeP 1Q-D
'PL&1 COOMMCM
CITY OF CAAD
S1 7Mm.! AD Domm W.LTh(
Plan 'check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To smeed un the recheck vrocess. note on this list
(or a copy) where each correction item has been
addressed i.e., plan sheet. snecification. etc. Be
sure to enclose the marked tin 1istwhen you submit
the revised clans.
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
II— /c8
Date initial plan check completed:
By:'EC) '4LETv\
Applicant contact person:
TP-& I4?'-M,LD Telephone: 42.—
*: P ARE Pflr IS SZQ== AS PAMS HAVX= RD =6 X=XNG OMMMM W
List No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 USC)
T ) Please make all corrections on the original
,.../ tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 0208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
,.J tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
../ person responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
Business and Professions Code).
Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(c).
I.' ft. Provide a statement on the Title Sheet of the.
plans that this project shall comply with Title
24 and 1985 UBC, UMC and UPC and 1987 NEC.
A. Submit fully dimensioned plot plan drawn to
I scale shoving location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(c).
Indicate distance from property lines to
I proposed building. Section 302(c).
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
/1. Clearly show if the lower level is a basement
I or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
TIRE PRuiU0N
Walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on any floor.
(Table 5-A, Section 3.709 (a)).
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Eaves over required
windows shall be not less than 30 inches from
the side and rear property lines. Section
1710 and Section 504 (a) and (b).
Plastic skylights shall not be installed
/ within 8' of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected.
Section 5207 (a) 7.
34. Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
Show location of permanently wired smoke
detector, centrally located in corridor or
area giving access to sleeping rooms or above
stair if sleeping rooms are on upper level.
Section 1210.
A smoke detector shall be installed in the
basement of dwelling units having a stairway
which opens from the basement into the
dwelling. Such detector shall be connected to
a sounding device or other detector to provide
an alarm which will be audible in the sleeping
area. Section 1210.
When the valuation of a room addition exceeds
$1,000, or when sleeping rooms are created,
smoke detectors shall be provided at existing
bedrooms per item 16 above.
12/16/87 2
_SIZES.LIGHT, VP3Tflhifl0N AI(D (LAZING
4. Habitable rooms, other than kitchens, shall
/ contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area.
Section 1207 (b).
jj. Window area must be at least 1/10 of the floor
I area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
4. Openable window area in habitable rooms must be
1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. (Section 1205 (a)).
2,. At least 1/2 of the coon wall must be open
( and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the interior
room if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
. Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open, and
the porch abuts a street, yard or court.
Section 1205 (a).
Provide mechanical ventilation capable of
/ providing five air changes per hour in
I bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (a).
2. No habitable room, other than a kitchen, shall
be less than i'" in any dimension. Section
1207 (c).
216. Show that ceiling height for habitable rooms is
I a minimum of 716". Section 1207 (a).
2. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 710" Section 1207 (a).
8. Dimension on the plans the 30" clear width for
/ water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
29. Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing adjacent
to such doors and glazing adjacent to walking
surfaces. Section 5406.
Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the
door and less than 60" above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
A. Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 44" above the floor. The window
must have an openable area of at least 5.7
square feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in the room below.
The mezzanine floor must have a clear height
of 7 feet, above and below, and must have the
long side open to the room below except for
posts and protective walls or railings not
exceeding 42" in height. Section 1716.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
CLIS • SAAYS • AND RAILINGS
5. Floors above the second story shall have not
less than 2 exits. Occupied roofs may have
one exit if such occupied areas are less than
500 square feet and located no higher than
immediately above the second story. Section
3303 (a).
4. Required exit doorways shall be not less than
36" in width and not less than 6'8" in height,
and shall, be capable of opening at least 90
degrees. Section 3304 (e).
Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railing shall be
less than 611. Section 1711.
Show how guardrail connection details are
adequate to support 20 pounds per lineal foot
at a right angle to the top rail. Table 23-B.
12/16/87 3
34. Provide stairway and landing details. Section
3306 (b) & (c).
a'. Maximum rise is 7" and minimum run is 11".
/ When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9" minimum.
Minimum headroom is 61611.
f . Minimum width is 3611.
All handrails per Section 3306 (j), shall
.J satisfy the following:
()Provide handrail for stairways with 4 or
more risers.
() Handrail shall be 30" to 34" above the
'-' nosing of treads.
G
The handgrip portion of handrail shall be
not less than 1 3.14" nor more than 2" in
cross-sectional dimension.
Every stairway landing shall have a dimension,
/ measured in the direction of travel, at least
equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (i).
A door may open inward at the top step of a
stairway provided the top step is not more than
7 1/2" lower than the floor level. Section
3304 (h).
Provide details of winding stairway complying
with Section 3306 (d):
. Minimum tread is 6 inches at any point and
I minimum 9 inches at a point 12 inches from
where the treads are narrowest.
44. Spiral stairways may not be used for required
/ exits when the area served is greater than 400
sq. ft. Section 3306 (f).
46. Provide I.C.B.0. Research Report and number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the building department or
note that the stairway fabrication plans shall
be submitted to and approved by the building
official prior to installation.
4/. In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of. an exterior stairway.
An exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
4. Openings in exterior walls below or within 10
feet, measured horizontally, of an exterior
stair shall be protected by self-closing fire
assemblies having a three-fourths-hour fire
protection rating when the stair serves a
floor level having openings in two or more
floors below it. An exit balcony with two
separated stairways is exempt.
Section 3306 (1).
49. Exterior stairways shall not project into the
I 3 foot setback from the property lines.
Section 3306 (n).
'O. The walls and soffits of the enclosed usable
I space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306
Cm).
'l. Within units, show that corridors have a
/ minimum width of 36 inches. Section 3305 (b).
OFThG
Maximum rise is 8 inches.
Minimum width is 36 inches.
Provide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a.
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches.
Minimum headroom is 6 feet 6 inches
d • The tread must provide a clear walking;
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
(II) Specify roof slope.
13. Roof slope is not adequate for roof type
I specified. Table 32-B; Section 3203 (h).
54. Specify roof material and application.
Chapter 32.
5. Specify I.C.B.O. or U.L. approval number for
/ roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
12/16/87 4
IA 3.
0
6.
I
5. The maximum slope for a fire retardant built-
up roof, with rock or gravel surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
:57) The minimum slope for a fire retardant built-
up roof, with cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
sj. Specify minimum 1/4 inch per foot roof slope
/ for drainage or design to support accumulated
water. Section 3207 (a), Section 2305 (f) and
Section 2511 (d) 6.
3
60
Show roof drains and overflows. Section 3207.
Provide skylight details to show compliance .with Sections 3401 and 5207 or provide I.C.E.O.
approval number.
Plastic skylights must be separated from each 0.
other by at least 4 feet. Section 5207 (a) 6.
:62. Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents. Show
required area and area provided.
Section 3205 (c).
MAS0Y
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)1 and Section 2533
(a). Show ties and #9 wire in horizontal
joints.
Show height and construction details of all
masonry walls. Chapter 24.
Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
in accordance with Table 24-G. Cleanouts shall
be sealed before grouting, after inspection.
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledgers is not permitted.
Section 2310 & 2312 (j)3A.
De.
Provide details for damp proofing the
foundation walls, below finish grade, where
usable space exists on the interior
D
side of te
walls. Section 1707 (d). ,Q fl . Y,7,q-1,
64. Show a minimum 2" air space and flashing
/ between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
/ 70. Garage requires one-hour fire protection on
/ the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
7.. All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show 1 3/8" solid core self-closing door for
/ openings between garage and dwelling. Section
503 (d).
74. Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
7/. An occupancy separation is not required
I between carport and residence, provided the
carport is open on two or more sides and has
no enclosed uses above.
Section 503 (a) Exception 3.
Show garage framing sections, size of header
I over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width . Table 25-I.
Doors may open into the garage only if the
I floor or landing in the garage is not more
than one inch lower than the door threshold.
Section 3304 (h).
77. Provide an 18" raised platform for any FM),
water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing
value. Section 2905 (c).
The foundation plan does not comply with the
soils report recomuendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:
.
So! US g&f'OIT ITEMS 78 7719-d b2 17L SE (:~MEtalD
-' L'rEg..
12/16/87 5
Provide notes on the foundation plan listing
.._.J the soils report recommendation for
foundations, slab and building pad preparation.
Provide a letter from the soils engineer
..J confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
D2.The soils report recomendations excavations be
reviewed by soils engineer. Note on the
foundation plan that "Prior to the contractor
requesting a Building Department foundation
inspection, the soils engineer shall advise the
building official in writing that:
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
G The foundation excavations, formings and
reinforcements comply with the soils
report and approved plan."
8. Show height of all foundation walls. Chapter
/ 23.
aj(. Show height of retained earth on all foundation
walls. Chapter 23.
If cut or fill slopes exist, show distance of
foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. On graded sites, the top
of any exterior foundation shall extend above
the Street gutter at point of discharge or the
inlet to a drainage device a minimum of 12"
plus 2 percent. Section 2905 (f), 2907 (d) S.
Dimension foundation per U.B.C. Table 29A:
Floors Footin2
Supported* Steniwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" all
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
9. Show foundation sills to be pressure treated,
I or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Section 2907 (f).
91. Specify size, I.C.B.0. number and manufacturer
of power driven pins. Show edge and end
distances and spacing.
Section 302 (c).
If required by structural calculations, show
/ size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f),
302 (c).
If hold downs are required by calculations,
note on plan that hold down anchors must be
tied in place prior to foundation inspection.
Section 305 (e) 1.
91.. Show adequate footings under all bearing walls
/ and shear walls. Section 2907 (b).
9,. Show on the plans stepped footings for slopes
£ steeper than 1:10. Section 2907 (c).
91. Show minimum 18" clearance from grade to
/ bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c) 2.
9fr. Show pier size, spacing and depth into
I undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24".
Section 2516 (c).
Show minimum underfloor ventilation equal to 1
/ sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners
as practicable and shall provide cross
ventilation on at least two approximately
opposite sides. Section 2516 (c) 6.
Specify that posts embedded in concrete shall
I be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
01. Show wall bracing. Every exterior wood stud
wall and main cross partition shall be braced
at each end at least every 25 feet of length
with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
l2. Note cross bridging or blocking. Floor joists
and rafters 12" or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h), 2517 (a) 6.
a
12/16/87 6
ioA. Show blocking at ends and at supports of floor
/ joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
Show double joists. Floor joists shall be
doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
10'5. Bearing partitions, perpendicular to joists,
f shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) S.
1(/6. Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h)4.
1. Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
10. Show 1/2" minimum clearance between top plate
of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
109. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2. -
110 Show nailing will be in compliance with Table
25-Q.
111 Show or note fire stops at the following
locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of the
wall;
at all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
In concealed spaces between stair'
stringers at the top and bottom of the run.
and between studs along and inline with
the run of stairs if the walls under the
stairs are unfinished; and
in openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings;
which afford a passage for fire at ceiling
and floor levels, with noncombustible
materials.
1. Show stud size and spacing. Maximum allowable
' stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101 ; Non-bearing: 2 x I. max. 141, 2 x 6
max. 201. Table 25-R-3.
iI. Studs supporting two floors, a roof and
' ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
le. Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 306 (f).
Detail all post-to-beam and post-to-footing I connections and reference the detail to the
plan. Section 2516 (m).
]16. Detail shear transfer connections, including
f roof and floor diaphragms, to shear walls.
Section 2513.
117 Specify nail size and spacing for all shear
walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I 3 K and
Section 4713 (d)]./OiZ.. CL.00L 5PëCwY ITAO
/ It; O C F! &LP ,v/Li,J iJ7M.t Or ia 'c
Show 3" x 4" or 2" x 6" studs in first story " of three story building. Table 2.5-R-3.
Provide truss details and truss calculations
/ for this project. Specify truss
identification numbers on the plans.
Provide roof framing plan and floor framing
I plan. Section 302 (c).
1L. Provide framing sections through
Section 302 (c).
l2. Specify all header sizes for opening over 4'
( wide. Section 2517 (g) 5.
13. Provide calculations for main vertical and
( horizontal framing members and post footings.
Section 302 (b).
l4. Provide calculations for lateral loads, shear
/ panels, shear transfer and related. Section
302 (b).
12/16/87 7
115. Show on the plans all structural requirements
I developed in the structural calculations.
Section 302 (c). (See comments below or at
end.)
U6. Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
128. Show location of attic access with minimum size
22" x 30". Section 3205.
1j9. Show draft separation for attic areas between
'. units in a duplex. Section 2516 (f).
S130 Specify plywood grade and panel identification
index. Table 25-N.
],ll. When roof pitch is less than 3:12, design ridge
I as a beam. Section 2517 (h).
Az. If foundation cripple wall studs are less than
1 14" high, framing shall be solid blocking.
Section 2517 (g) 4.
1. Cripple wall studs exceeding 4 feet in height
/ shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
1. Show plywood sheathing over exposed eaves, or
other weather exposed areas, is exterior grade.
Section 2516 (i).
Show a weep screed at the foundation plate line
on all exterior stud walls to be stuccoed.
Section 4706 (e).
i4. Detail truss layout for 30" x 30" attic access,
/ if required for equipment in the attic.
17. Ridges, hips, and valleys shall be at least one
size larger than supported rafters. Section
2517 (h) 3.
,138 In open beam construction, provide strap ties 'D
across the beams at the ridge support. Section
2501 (b).
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
Show the size, location and type of all
\_.' heating and cooling appliances or systems.
Show source of combustion air to furnace, per
Chapter 6, UMC.
14.. Every dwelling unit shall be provided with
/ heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1211.
142. Show minimum 30" deep unobstructed working
/ space in front of furnace. Section 505, UMC.
143 Note on plans, "clearances to be per
manufacturer's listing." Section 504, UMC.
1f4. Furnace shall not be installed in any bedroom,
1 bathroom or in a closet or confined space with
access only through such room unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
- Section 704 UMC.
1/5. Show I.C.B.0. approval number for prefab
fireplace.
14/6. Show access to the attic or underfloor furnace
I to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.
iØ . Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches wide.
Section 708 UMC.
Show permanent electrical outlet and lighting
I fixture controlled by a switch for the attic
furnace. Section 708 UMC.
1j9. Show details to comply. with Section 709 for
' furnace under the floor, or Section 710 for
roof or outside furnace.
150 Note on plan: Gas vents and non-combustible
piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
Provide dryer vent to outside. UMC, Section
I 1903.
12/16/87 8
ELMMUCAL (NATIORAL WrZ=RIC&L CX)DE)
All wiring shall comply with the National Electrical
Code.
)2. Show on the plan the amperage of the electrical
service, the location of the service panel and
the location of any sub-panels.
Show location of all electrical receptacles.
1.. Electrical receptacle locations and/or spacing
/ is not adequate in___________________________
l5. Show at least one convenience outlet other than
outlets for laundry, etc., outdoors, in garages
and basements. NEC, Art. 210-52.
156 Note convenience outlets in bathrooms, kitchen
counter top(s) within 6 feet of the kitchen
sink, outdoors, and in garages and basements
(other than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
157 Note electrical system ground to be provided
per NEC, Art. 250-81. -
P113Th.G (uzu.rao4 PIaBflIG TOE)
158 Show water heater size, type and location on
plans. UPC, Section 1301.
159 Show source for providing combustion air to
fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the
required opening area shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
16. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
161 Provide adequate barrier to protect water
heater from vehicle damage. UPC, Section 1310.
162 Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
163 Note on the plan that hose bibbs and lawn
sprinkler system shall have approved backf low
prevention devices. UPC, Section 1003(h) &
(i).
4. Show shower stall can accommodate a 30" circle
/ and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
ISE IRSUIATI (1JPL)
Show details of duplex coon (party) walls I and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 25.
1. Show how penetrations of assemblies for
/ piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
Provide insulation in walls and ceiling to
/ achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 25.
IY cxsVAfl
l. Permit applications received after June 30,
1988, are regulated by the new Residential
Energy Standards. Provide plans, calculations
and worksheets to show compliance.
169 The new regulations require a properly
completed and properly signed Form CF-1R to be
either imprinted on the plans, taped to the
plans or "sticky backed" on the plans, to
allow the building inspector to readily
compare the actual construction with the
requirements of the approved energy design.
170 Section 1403(a)1, Title 24, states that Form
CF-1R shall be signed by the person
responsible for its preparation. The signer
shall be a civil engineer, mechanical
engineer, electrical engineer, architect,
general building contractor, mechanical
contractor or electrical contractor licensed
or registered to practice by the State of
California or other individual eligible under
Division 3 of the Business and Professions
Code to sign such documents. Document signers
are subject to the limitations in Division 3
of the Business and Professions Code. Please
provide the signature.
7/29/88 9
171 All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
172. Specify on the building clans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
173 Show the make, model and efficiency of the
space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
For room additions, show that the glazing area
/ of the addition does not exceed 16% of the
' newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
() See additional corrections below or at end.
C&RLSMD S.F.D. & IXJPL JPPL
1/6. Energy conservation design should be for Zone
7 . See attached energy packages.
S
Floor drains must have auto-prime (city
policy).
178 Note exhaust fans cannot be. ductless type (city
8 policy).
179 New residential units must be pre-plumbed for
8 future solar water heating. Note "two roof
jacks must be installed" where the water heater
is in the one story garage and directly below
the most south facing roof (City Ordinance No.
8093).
180. Note "two 3/4" copper pipes must be installed
to the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the most
south facing roof. (City Ordinance No. 8093).
181 All piping for present or future solar water
heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
182 Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
183 Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
184 All new residential buildings, including
additions, require a soils report. Please
submit two copies.
15. Heavy timber framing, minimum 6" x 10" beams
( and minimum 8" x 8" post, for the structural
beam and column supporting the fire separation
between the garage and living area above, is
acceptable if shown on the plans. (city
policy).
1'6. UBC Adopting Ordinance 8792 requires Fire
/ Retardant roof on all structures (Sec.
18.04.230). Show compliance with UBC Section
3203(e).
i4. City Ordinance .9792 requires two parking
/ spaces/unit with clear area of 201x20' i.e. no
washing machines, etc. Show compliance.
ES)
Please see additional corrections, or remarks,
on the following page. -
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
of 619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact_________________
Sy&v 1Ew
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures:
7/29/88 10
5Hc-'9 LOC,170/J Or 17 FtT /D&- 1111 L.
Ms pr-g. CALLS.
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to m•,j r ," P LA-AJL, ALSO
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it DE. JJ40AI /01,A A/S.
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AJ*L-tS. SPE,FY PA j,&J&cru,
-
— A-T A-ArE T '
ki A 7
6 H E*i. t'J-hLLS 'i-i.aJ C, L( /,j e
3r/2jc..rU *- iN 4 &T-S 72 S I .0 Cr
jretjeqjtJ6oe9, 9f SPOAJ:Sf8LE F 4PSlC9AJ.
-
Certificate of Compliance: Residential (Page 1 of 2) CF1R
ProJcetTWe
Date
Project Adre
Building Poi: I
Documentation AwLbor Telephone Chock" BylDate
Compliance Method (P bgc.Peirn SyrLm orCpuicr) Climate Zone EnIoon Agaicy Use Only
GENERAL INFORMATION
Total Conditioned Floor Area.: ft2
Building Type: Single Family HotellMotel
(check one or mare) Multi-Family (less than 4 stories) Addition
Multi-Family (4 or more stories) Existing-Plus-Addition
Front Entry 0r1entaz10n North / East / South / West / All Orientations (circle one or mare)
Number of Dwelling Units:
F1oorConstnc?ionType: Slab/Raised Floor (circ3e one orboth)
1nitzation Control: Standardlright (circle one)
BUILDING SHELL INSULATION
Component Insulation Location/Comments
Type R.Value (attic, to gaige, typical, etc.)
wan..............
.Wall ..............
Roof.............
Roof.............
Floor .............
floor.............
Slab Edge.....
GLAZING -Shading Devices
Glazing Ma Glass Type Interior Exterior Overhang Framing Type
Orientation (sf) (single, double) (roU a blind, etc.) (shadescreen. etc.) (yeshte) (metal/wood)
Front....
Front....(
Left......
Left......
Rear.....()
Rear.....
Right....(
Right....
Skylight .......
Skylight .......
THERMAL MASS
Area Thickness
etc.
Certificate of Compliance: Residential (Page 2of2) CF-1R
Project TIUe Dale
HYAC SYSTEMS
Minimum Duct
Type (furnace, air Efficiency Location Duct Output Manufacturer /Model N
conditioner. heat pump) (SE. SEE)..HSPF) Cattir. tic.) R-Value (Bruh) (or aooroved eoual)
Maximum Furnace Heating Output: Btuh
HOT WATER SYSTEMS •• Tank Manufacturer/Model #
System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s)
0
- SPECIAL FEATURES/REMARKS (Add extra sheets if necessary)
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with
Title 24, Chapter 2-53 and Tide 20, Chapter 2, Subchapter 4, Article I of the California Administrative code. This
certificate has been signed by the individual with overall design responsibility and the building owner, who shall
retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of
compliance is submitted for a single building plan to be built in multiple orientations, all building conservation
features which vary are indicated in the Special Features/Remarks section.
Designer Building Owner
Name: Name:
ThlelPlire:
Mdreu:
_ ThlelFtrre:______________________
Telephone: Telephone:
Lk. I:
(signanare) (date) (signature) (date)
Documentation Author Enforcement Agency
Name:
Tg1e/7tmL
Address:
Telephone:
(signature) .. (date)
Fonn Revijed M.vc1 INS
Name:
Agacy:
Telephone:
(signature orsL%mp) (dote)
1 Is . I)
Jut]
....Jp.SI •);. MI(_. • •
MflJAi'ORY DCY MNSZRVATION JrS OF TIM STAXE OF CALIYORNIA
All heating, ventilating, air conditioning, and water heating equipment shall meet all of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
Commission.
A two stage thermostat, which controls the supplementary heat on its second stage, shall be
provided for heat pumps.
Thermostats shall be equipped with an automatic setback, which the building occupant can program to
automatically set back the thermostat twice in 24 hours.
Equipment which requires preventive maintenance to maintain efficient operation shall be furnished
with complete necessary maintenance information.
All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances
shall be equipped with an intermittent ignition device.
All fan systems exhausting air to the outside shall be provided with backdraft dampers.
All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of
the UMC, 1982 Edition.
A vapor barrier is required in climate zone 1, 14, and 16.
All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration
standards and shall be certified and labeled.
All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped.
(U) Storage type water heaters and storage and backup tanks for solar systems shall be externally
wrapped with R-12 insulation or greater.
(22) The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated
with a minimum of R-3 • Steam and steam condensation rtumn piping and recirculating hot water
piping outside the building envelope shall be insulated in accordance with T20-11e06(d).
Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of
not less than 25 lumens per watt.
Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Commission.
Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting
closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake
equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside
of the building; and a tight fitting flue damper with a readily accessible control.
Insulation used shall comply with California Quality Standards.
The insulation installer shall post. a signed certificate. . .Section. 276.. Insulation Certificate
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the building a certificate signed by the installer and the builder stating that the installation
conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed
conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate
shall state the manufacturer's name and material identification, the installed "R" value, and (in
applications of loose fill insulation) the minimum installed weight per square foot consistent with
the manufacturer's labeled density for the desired "R" value.
For infiltration control all openings and penetrations must be caulked and sealed, such as around
windows, at sole plates, and openings for utility pipes and wires.
Form EOI 3/5/86
.
.
Date z_____
Prepared by:
SYED 4LE1fl
CITY OF CARLSBAD
Bldg. Dept.
VALUATION AND PLAN CHECK FrE a Esgil
PLAN CHECK NO.
BUILDING ADDRESS - IS I &PW9D frt' &'UE
APPLICANT/CONTACT YR& lJOLD PHONE NO.________________
BUILDING OCCUPANCY )-. 3 DESIGNER PHONE_____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE_________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
DJ6LLtAJ4 3i7
i4Cd 17
Air Conditiortinz
Commercial
Residential
Res. or Comm.
Fire Srink1er3
Total Value Z24,73o
Building Permit Fee S •
/077
Plan Check fee j $ ltPo
COM MENTS'
Plans received by Esgil after July 31, 1987 shall have permit and
plan check fees calculated per 1985 UBC.
SHEET OF______ 12/87
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE:
JURISDICTION: ./i'7' OF ö/'17
PLAN CHECK NO: "4"' SET:
PROJECT ADDRESS: Is-/ 9&4J4J7
PROJECT NAME:PJcL1 g-.c E A.) (E
APPLICANT
JUR ION
PLAN CHECKER
FILE COPY
UPS
DESIGNER
. The plans transmitted herewith have been corrected where
1 necessary and substantially comply with the jurisdiction's
building codes. SEE IAI()AT1E-fJ 5?-IEtT A7TME .,
I The plans transmitted. herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
I The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
fl 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: TE
Date contacted:_______________ Telephone i742 i/O
REMARKS:
By:57'ED ALEiv Enclosures:_________________ ESGIL CORPORATION
LO C- I 'U I o c, f) uT
Date t211197
Prepared by
TE) &Lic
Jurisdiction 4ISBF4iD
13 Bldg. Dept.
VALUATION AND PLAN CHECK FEE m Esgil
PLAN CHECK NO. %.i4Ct (&t/)
BUILDING ADDRESS 1 IEc
APPLICANT/CONTACT ¶gt- JOt_1 PHONE NO.________________
BUILDING OCCUPANCY -2 DESIGNER PHONE____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE__________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
c'?. c1L€ c-r 4 - PC F& t
72 7z'.
Air ConditioninE
Commercial
-
Residential
Res. or Comm.
Fire Sprinklers
Total Value
Building Permit Fee $________________________________________________________________
Plan Check Fee $ $
.73
COMMENTS. rc feEl 0.
SHEET ____ OF_____
12/87
- C) -. ) -
in In a
ENGINEERING CHECKLIST
Date: 12-g-
Plan Check No. 881105-61
Project Address:// ,
Project Name: C7,5W,502
Field Check Date:
By:
LEGEND.
Item Complete
Item Incomplete - Needs
Your Action
1,2,3 Number in circle
indicates plancheck
number that deficiency
was identified
LEGAL REQUIREMENTS
Site Plan
.1. Provide a fully dimensioned site plan drawn to scale. Show: North
D o El arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing 0 El 0 and proposed slopes, driveway and percent (%) grade and-drainage
patterns.
0 0 3. Provide legal description of property.
0 0 4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
07
Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
Grading plans in plan check PE___________
Need the following completed prior to building permit issuance:
Grading plans signed.
Grading permit issued.
Grading completed.
Certification letter and compaction reports submitted.
Grading inspected and permit signed off by City Inspector.
Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
i..
El
0
El
El
0
El
0
0
p
FEES REQUIRED
1 o 0 10. Park-in--Lieu fees required.
____ Quadrant: -i , Fee Per Unit:. - , Total Fee:________
0 Traffic impact fee required.
Fee Per Unit: #6000'— Total Fee: ctD . ,
O Bridge and Thoroughfare fee required.
Fee Per Unit: - , Total Fee:
O Public facilities fee required.
El.14. Facilities management fee required. Fee:.i1-
0 Additional EDU's required: Sewer connection fee:f''QO Sewer permit no.
0 Sewer lateral required:
REMARKS: wJr, dnJ2wt 4J 4JJL p . 1
0. K. to is s Date: B
If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
.C4 M -
000 o_o_ a.
PLANNING CHECKLIST
Plan Check No. &/j, Address /37 ,wep 4
Type of Project and Use 5O
Zone R-3 . Use Allowed? YES NO
Setback: Front OW- Side j&. Rear d(
Facilities Management Zone
School District: San Dieguito •Encinitas
Carlsbad San Marcos
Discretionary Action Required YES NO V Type
Environmental Required YES NO X
Landscape Plan Required YES NO
Comments
Coastal Permit Required YES K.
Additional Comments
OK TO ISSUE DATE
P
.STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor
CALIFORNIA COASTAL COMMISSION
SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH, SUITE 125
SAN DIEGO, CA 92108-3520 Date: December 5. 1988
(619) 297-9740
TO: Tre Arnold
P. 0. Box 1025 --
Encinitas, CA 92024
SUBJECT: Waiver of Coastal Development Permit Requirement/De Minimis
Developments-Section 30624.7 of the Coastal Act
Based on your project plans and information provided in your permit
application for the development described below, the Executive Director of the
Coastal Commission hereby waives the requirement for a Coastal Development
Permit. pursuant to Section 13238.1, Title 14, California Administrative Code.
If, at a later date, this information is found to be incorrect or the plans
revised, this decision will become invalid; and, any development occurring
must cease until a coastal development permit is obtained or any discrepancy
is resolved in writing.
WAIVER 896 APPLICANT: Ken Spencer
LOCATION: IiiRedwood.Avenue.Carlsbad, San DiegoCounty._.APN204-25.3-17
PROPOSED DEVELOPMENT: C
5.175sq.ft.parcel;. over 50%of the site will, belandscaped. _--
RATIONALE: R-3
sual resources -
Section 30251; adequate parking - Section 30252),Itis urban infill
development,similar _in character to the surroundinarea, and itissimilar
to many _other projects routinely_approvedby_ the Coastal Commission.
This waiver will not become effective until reported to the Commission at their
December 13-16,1988 • meeting and the site of the proposed
development has been appropriately noticed, pursuant to 13054(b) of the
Administrative Code. The enclosed Notie Card shall remain posted at the site
until the waiver has been validated and no less than seven days prior to the
Commission he If four (4) Commissioners object to this waiver of permit
requirements, a coastal development permit will be required.
(:/. __•.
CHARLES DAMM
South Coast District Director
cc: Commissioners/File
by: Ellen Lirley
~~/Cpkl _/T
(8550R)
r
STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE öEUKMEJIAN. Governor
CALIFORNIA COASTAL COMMISSION
SAN DIEGO COAST DISTRICT
1333 CAMINO DEL RIO SOUTH, SUITE 125: Date: December 16, 1988
SAN DIEGO, CA 92108-3520.
(619) 297-9740 Waiver # 896
WAIVER AUTHORIZATION
Applicant: -Ken Spencer
V Please be advised that you are hereby authorized to proceed with development
of your project, Waiver # 896 , which was reported to the Commission
on December 14, 1988. Development of your project is subject to compliance
- - with all terms and conditions specified in the Waiver of Coastal Development
Permit Requirement already issued to you.
A copy of this Authorization must be presented with the Waiver to the local
building department. Should you have any questions, please contact our office.
PETER DOUGLAS
Executive Director
by: -.
0000,
- HETHERINGTON ENGINEERING, INC?
GEOTECHNICAL CONSULTANTS
•- September 9, 1988
Project No. 213.3
Mr. Joe McEveety ..
2044 Fire Mountain Drive • -
Oceanside, CA 92054
Subject: CEOTECHNICAL IN.V.ESTIGATION
Proposed Four-Unit Subdivision
Parcel Map P-8-88
Oceanside, California
Dear Mr. McEveety:.
In accordance with your request, we have performed a geotechnical
investigation at the subject site. Our investigation was performed
in. August and September, 1988 and consisted of site-reconnaissance,
subsurface' exploration, laboratory testing, engineering analysis,
and the preparation of this report.
The purpose of our investigation was to determine the suitability
of the ''site for the proposed development, and to provide
recommendations relative to site grading and building foundation
d esi-gn.. V . . • - -
SITE DESCRIPTION
The site 'is located on the north side of Maxson Street in
Oceanside, California. The site consists of a rectangular-shaped
parcel approximately 0.8 acres in size. The present topogtaphy of
the property is characterized by gently to moderately sloping
terrain, descending generally to the south. The property is
presently covered by: a moderate ' growth of seasonal weeds and
grasses and several trees.
V
Existing improvements consist o{ a storm drain which trends north-
south through Parcel 2.
.
V PROPOSED DEVELOPMENT
'It is our understanding that 'the property wi11, be split into four
lots.. Proposed development consists of a one to two-story single
family residence on each lot. We understand that the proposed
struátures wiU be of wood-frame and stucco type construction In in dei V nn 'n rtu ô n 4- 4 , r 1 ,'r ri 4- 4 v ri,, ,i. , 4- 4 . ..,4 4-1, 1 , . . -
floors4 Retaining walls are proposed to a maximum height of 7 feet
and 5 feet retaining level and 2:1 (horizontal to vertical) sloping
backfill, respectively. We anticipate that building Toads will be
V..
V '.
5245 AVENIDA ENCINAS • SUITE G • CARLSBAD, CALIFORNIA 92008 • (619) 931-1917
GEOTECHNICAL INVESTIGATION
Project No. 213.3
T September 9, 1988 -
page 2 0 4
typical for this type of relatively light construction. Grading
will consist of cuts and fills on the order of 5 feet maximum To
create building pads and provide proper site drainage. Cut-and
fill slopes to a maximum height of 11 feet are planned at 2:1
(horizontal to vertical) ratios.
SUBSURFACE -EXPLORATION AND LABORATORY TESTING -
Subsurface conditions 'were explored by excavating six test pits to
d,epths. ranging from 9 to 14.5 feet. The.approxilflate locations of
the test'- pits are shown on the Geotechnica]. Plan, Figure 1. Thç
test pits were excavated with a backhoe.
The subsirface exploration was supervised by a geologist from th is
•office, who visually classified the soils and bedrock and obtained-
bulk' samples for laboratory testing. The soils were visually'.
classified according to the unified • Soil ..Classification System. .:
Classifications are shown on the Test Pit Logs, Figures 4 through
6 . . . . '.• -
The following laboratory tests were performed: '
Maximum Dry Density and Optimum Moisture Content
(ASTM: D 1557)
'
a Particle Size•Analyses
(ASTM: D 422)
Direct Shear . • ' -
1ASTM: D 3080)
The results of the laboratory tests are presented on Figure 7
. •'• I GEOLOGIC SETTING
The subject site is located in the western portion-of the-San Luis.:'
Rey 7-1/2 minute quadrangle. The property is entirel-y under laiñ'by
sedimentary bedrock of the Pi iocene San Mateo FormatiOn..
Regionally, the San Mateo Formation consists of massive::
shelf/terrace sediments that have •• deposited over the middle.'
-- M-iocene San Onofre Breccia (Weber-1982). - As-observed-on-site, the
San Mateo- Formation consists of fine-grained silty to clayey •--
sandstone and conglomerate which is overlain by a variable depth
fill and colluvium. Structurally, bedding attitudes observed trend
HETHERINGTON ENGINEERING, INC.
GEOTECHNICAL INVESTIGATION
..LPr.Oiect.N0. 213.3
September 9, 1988
Page 3
generally to the northeast, with dips••to•the northwest of 11 to 16
..degrees •(see the attached Geotechni.cal Plan,.Fi.gure 1,- and Geologic
Cross Sections, Figures 2 and 3) . The observed structure is not
favorable with respect to the west facing cut slope and retainin
walls on Parcel 4.
SUBSURFACE CONDITiONS -•
As observed in our test pits, the site is underlain by undocumented
fill, colluvium and bedrock. The fill soils encountered consist
generally of dry to damp, uncompacted silty sand and sand with
heavy concentrations of rubble and debris. Visual estimates of
debris volume are 30 to _0 percent. The thickness of fill
encountered • ranged from 0 feet in Test Pit No. 2 t6'12 feet in Test-
Pit -No. 4. The fill is underlain in Test Pit Nos. 1, 3, 5, and.6
by colluvium which is also present at the ground surface in Test
Pit No. 2. The colluvium consists generally of dry to moist, loose
to' medium dense, silty sand and sand. The colluvium ranges in
thickness from 0 to 7.5 feet. The fill and colluvium are underlain
by bedrock consisting generally of moist, -dense to very dense,
silty - to clayey sandstone and conglomerate. No water was encoun-
tered in the. test pits, nor did any caving occur. - •
. - •
SEISMIC ITY
The site is within the seismically active .southern California
region There are, however, no active or potentially active faults ,4
_locate&withinor adjacent to the site
Seismic risks on-site are limited to ground shaking during seismic1
events on active faults in the region
- The table below lists known active and potentially active faults
-
which could impact the site with design events. .
Fault
Rose Canyon/Newport-Iriglewood
(5 miles, SW)
Elsinore
(25 miles. NE)
- Max imum:Probable .
Earthquake Estimated Bedrock Accelerati
(Mothent Magnitude) _Peak - - Repeatable
7.0 •0.50g
7.0 0.19g
HETHERINGTON ENGINEERING, INC.
GEOTEHNICAI INVEST! GAT I 0N
Project-NO'. 213.3 -
September '9, 1988
Page 4
SEISMIC-EFFECTS
- -1. Accelerations
The most significant probable earthquake -event to effect the-
property, would be a 7.0 magnitude earthquake on the Rose
Canyon/Newport-Inglewood fault. Potentially, repeatable
horizontal accelerations on the .order of 0.32g are possible -
with a duration of strong ground motion exceeding 20 seconds...
Peak (instantaneous) accelerations would be higher.
2 Liquefaction
Liquefaction is not a potential due tö the dene underlying
bedrock and lack of shallow groundwater.
Landsliding
- Seismically induced landsliding is not considered a site
hazard.
Ground Rupture
Fault rupture on-site is not likely. However, ground cráàks
are possible during future seismic events throughout southern
California.
-.CONCLUSIONS AND RECOMMENDATIONS.
General • .
The proposed construction is feasible from a geotechnical
standpoint. Grading and foundation plans should take into
account the appropriate geotechnical features of the site. .
Slope_Stabilit
Due - to: adverse geologic conditions, -the west, facing cut slope
on parcel 4 should be reconstructed as a buttress fill with a
minimum key - width- of 12 feet and aminimum depth of 2 to 3.
feet. -. One level of back drainage should be installed above the
. key consisting of 'perforated 4-inch diameter schedule 40 PVC
pipe surrounded by 3 cubic feet per lineal foot of Cal Trans
Class 2 permeable filter material.
I
HETHERINGTON ENGINEERING, INC.
GOTECHHZCAL.It4VESTlGATION
PtOect'No. 213.3
Sepember9, 1988., --
Pege5
le -
W1th the above remedial grading, cut and fill slopes
constructed at a slope ratio of 2:1 (horizontal to vertical)
. should be both grossly and surficially stable to the maximum,
- anticipated heights of 11 feet. All cuts should be mapped by
an .,-Engineering Geologist to confirm or modify our preliminary
- recommendations.
Temporaty construction slopes adjacent to property lines in
existing uncompacted fill, may be cut at slope ratios of 2.:1
* (horizontal to vertical) . Alternately, temporary cuts .in
- . • uncompacted fill may be made vertically if adequate shoring -Js
provided. Structural setbacks will be required where
uncompacted fill and/or colluvium is left In-place due to
property line conditions. Structural setbacks will be
established based on a 1:1 (horizontal to vertical) plane
exténdihg up and into the property from the limits of complete
removal of colluvium and uncompacted fill.
3. Site Grading
Prior to grading, the site should be cleared of surface
obstructions and debris -and stripped of vegetation. Existing
undocumented fill soils and colluvium should be removed down to
. bedrock -in- all areas to be graded or support structural
improvements. We anticipate that removals will range fr9nT
approximately • 2 to 12 feet. Final removal, depths should-be
determined by.the Geotechnical Engineer during gradin.
The plan currently indicates an existing storm drain on Parcel F
2. No invert elevation is*indicated. If this storm drairi',is
located within the existing fill or colluvium, we recommend ft
be removed and replaced as a part of over-excavations as
recommended previously. Should this not' be possible,,
structural setbacks may be required if uncompacted fill or
colluvium is left in-place.
Building pads which will be underlain partially, by bedrock and
partially by compacted fill should be overexcavated to provide
a minimum of 3 feet of compacted fill be-low finished pad grade.
Following the removal of unsuitable soils, all areas to receive
fill should be scarified to a'dep'th of 6 to 8 inches, brought
-- -' to near optimum moisture•'co•nditions and compacted to at least
- -
90 percent relative compaction. -
HETHERINGTON ENGINEERING, INC. -
- --
HNICAL INVESTIGATION,..
t':.No.213,3
iber 9, 1988
Fill should be compacted by mechanical means in uniform
horizontal lifts of 6 to 8 inches in thickness. All fill
'should be compacted to a minimum relative compaction of-90'
percent based upon ASTM: D 1557. The on-site materials are
suitable for use as compacted fill provided rock fragments over'
6 inches in dimension . and other.. -perishable or unsuitable
materials are excluded from the fill and removed from the
site. Based on our test' pits, special equipment and manual
labor 'should •be expected to adequately remove oversize
materials and debris from the existing uncompacted fill. All
- grading and . compaction should be inspected and tested by the
Geotechnical Engineer.
4. Foundation and Slab Recommendations
The following preliminary recommendations are based on a very
low expansion potential of the existing near surface soils.
Expansion tests should be performed following site grading and
the recommendations modified a5 necessary.
The . proposed structures may be supported on conventional
. '. . continuous footings bearing entirely in compacted fill soils.
Footings should extend a minimum depth of 18 inches below
lowest adjacent finished grade for exterior footings, and
interior footings should be founded at depths of 12 inches -and , L '
18' inches for one and two-story structures respectively. All...
footings should be reinforced with a minimum of 2 - 414 bars placed one at the,top and one at the bottom.,
Footings..., located adjacent to utility trenches should extend
below a-1:1- plane projected upward from the inside bottom
Corner of the trench. Footings bearing as recommended may be
designed 'for a dead plus live load bearing value of poundS
per square foot This value may be increased by one-third for:
:lbads including wind or seismic forces. A lateral bearing
value' of '250 pounds per square foot per foot of depth-and a'3.
coefficient of-friction between foundatiorl soil and concrete •of
may be assumed. These values assume that footings will be.
neat against the foundation soils. Footing excavations
should' be inspected by the Geotechnical Engineer to insure that'
they are founded in suitable bearing materials.
' Floor slabs should have a minimum thickness of 4-inches and
should be reinforced with #3 bars spaced at 18-inches, center
to center, in.- two directions, and supported on chairs so that ', -
they -are at mid-height in the slab. In areas where moisture
- sensitive floor coverings are planned, slabs should be
underlain by 1-inch of clean sand over a 6-mil visqueén'
moisture barrier over 2-inches of clean sand.
'
.........--U
HETHERINGTON ENGINEERING, INC. -
SI
.1ECHNICAL INVESTIGATION
ect No. 213.3
September 9, 1988
Page 7
-
Prior - to- placing concrete, the slab subgrade soils should be
thoroughly wetted.
5. Retaining Walls
Retaining walls free to rotate (cantilevered walls) should be
designed for an active pressure ofj,pounds per cubic foot,
equivalent fluid pressure, assuming level backfill and j5 pounds per cubic foot for 2:1 (horizontal to vertical) -sloping - backfill consisting of on-site soils. Walls restrained from
movement at the top should be designed for an additional .31 -uniform, - soils pressure of4poundspersquare foot where H is '? the height of the wall in . feet' Any additional surcharge
pressure behind the wall should be added to these values.
Retaining wall footings should be designed in accordance with
the prëvio'üs building -foundations recommendations. Retaining :walls should be provided with adequate drainage to prevent
buildup of hydrostatic pressure and should be adequately water:-. - :4 proofed. -
6 Trench and Retaininq Wall Backf ill
-..-.All trench and- retaining wal1.bckfili should becoinpacted to at- least 90 - percent relative compaction and tested by •the
Geotechnical Engineer during placement.
7. Site Drainage
The following recommendations are intended to minimize the,
potential adverse effects of water on structures and :-
appurtenances. -
a. -Consideration should be given to-providing structures-with
- roof gutters and downspouts;. . V
V •. --
•. b.:.-All site' drainage should be directed away from structures
and not allowed to flow over slopes; V
- C. . No landscaping should be allowed against foundation-
structures. Moisture' accumulation ar watering adjacent to
- - foundations can result in deterioration of wood/stucco and
may: effect foundation performance;
Irrigated areas should not be over-watered. irrigation.
V should be limited to that required to maintain the V
vegetation.. Additionally, automatic systems should be
-. sea1sonally adjusted to minimize over-saturation potential
V. particularly an the winter (rainy) season,
- 4
- . V
V. - -- HETHERINGTON ENGINEERING, INC.
•
CEOTECHNICAL INVESTIGATION
-Project No. 213.3
September 9, 1988
page 8
I.
e. All slope, yard, and roof drains should be periodically
checked to verify they are not blocked and flow properly..
This rnay.be accomplished.either , visually .or, the case of
subsurface drains, placing a hose at the inlet and checking-,
the outlet for flow.
LIMITATIONS
The analyses, conclusions and recommendations contained in this '4
report. are based on site conditions as they existed at the time of -..ç
OUr zinvestigation and further assume the excavations to be
representative of the subsurface conditions throughout the site.
If different subsurface conditions from those encountered during
our -.exploration are observed or 'appeai to be present
• excavations, the Geotechnical Engineer should be promptly notified .1
for review and reconsideration of recommendations.
Our investigation was performed using the degree of care and skill
ordinarily exercised, under similar. circumstances, 'by reputab1e.
Geotechnical Engineers practicing in this Or similar 1ocalities.
No -other warranty, express 0r implied, is made as to the .
conclusions and professional advice included in this report. -
i_ .•,
If there are any questions regarding this report, please feelr free
to call. We appreciate this opportunity to be of service.
Very truly' yours,
HETHERINGTON ENGINEERING, INC.
PABOY
iT'i gi4Q/ 30488 Certified Engineering Geologist 1153
Ge e nical Engineer 397 - (expires --6/30/90)
(b th expire 3/31/92) -.• •.- - - - •
--
MDH/ Ø SS0
Cop .124.E see
07,
-.
&7 No. 391
Exp. Dale _____- • -
- *QOTE
•
HETHERINGTON ENGINEERING INC. -
-
PRELIMINARY SOIL INVESTIGATION
PROPOSED SINGLE-FAMILY RESIDENCE
REDWOOD AVENUE
CARLSBAD, CALIFORNIA
NOVEMBER 22, 1988
PREPARED FOR:
MR. KEN SPENCER
C/O RESOURCE DEVELOPMENT CORPORATION
P.O. BOX 1025
ENCINITAS, CALIFORNIA 92024
JOB #1479-88
6
ri's/I MV ENGINEERING, INC.
2450 Vineyard Avenue, #102
Escondido, California 92025-1330
619/743-1214
Job #1479-88
November 22,1988
Mr. Ken Spencer
C/O Resource Development Corporation
P.O. Box 1025
Encinitas, California 92024
Preliminary Soil Investigation, Proposed
Single-Family Residence, Redwood Avenue, Carlsbad
Pursuant to your request, MV Engineering, Inc. has performed an
investigation of the surface and subsurface soil conditions at
the subject site.
The enclosed -report has been prepared to present the results of
our preliminary soil and geotechnical investigation. This report
includes the results of our field investigation, laboratory
analyses, and our summary of findings and recommendations for
site development as understood.
From a geotechnical standpoint it is our opinion that the site is
suitable for the proposed development provided the
recommendations presented in this report are incorporated into
the design and construction of the project.
Thank you for choosing MV Engineering, Inc. If you have any
questions concerning this report, please do not hesitate to call
us. Reference to our Job #1479-88 will expedite our response to
your inquiries.
We appreciate this opportunity to be of service to you.
MV ENGINEE ING, INC.
Ralph M. Vinje
GE #863
RMV/ kmh
OF ESs/j.
I No. 853 j
\ Exp. 12•31-89 /
\ On
OF CA.\'-'
TABLE OF CONTENTS
Page
I. General Information................ . 1
II. Purpose of Investigation ............. 1
III. Field Investigation ........1
A. Surface Conditions ...............1
B. Field Work... ........ ........ 2
C. Subsurface Conditions .............2
D . Seismicity ................. 2
IV. Laboratory Tests and Tests Results ........3
A. Maximum Dry Density &
Optimum Moisture Content ............ 3
B. In-Place Dry Density &
Moisture Content ................3
C. Direct Shear Test ...............3
V. Conclusions and Recommendations. .... ...... 4
VI • Limitations ....................9
APPENDIX "A"
Plate
Test Pit Location Map ...............1
Logs of Test Pits (including Key) . • ...... 2-4
APPENDIX "B"
Specifications for Construction of Controlled Fills;
and Unified Soil Classification Chart.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION
PROPOSED SINGLE-FAMILY RESIDENCE
REDWOOD AVENUE
CARLSBAD, CALIFORNIA
I. GENERAL INFORMATION
A Preliminary Soil Investigation has been prepared for the
above-mentioned site (see Vicinity Map, Plate 1). The site is
legally described as Lot 18, Block 6, Palisades Map No. 1747, in
the City of Carlsbad, County of San Diego, State of California.
The Assessor's Parcel Number is 204-253-17.
A site development plan was submitted to this office and is
enclosed with this report as Plate 1. It is understood that the
proposed development will consist of a single-family residence
and is to be located as shown on Plate 1. Grading and building
plans were not available for our review at the time of this
investigation.
II. PURPOSE OF INVESTIGATION
The purpose of this investigation is to determine the following:
1 - the existing soil conditions;
2 - the presence and effect of any expansive soil;
3 - the allowable soil bearing pressures;
4 - the presence of existing fill or ground water;
5 - any construction problems that can be anticipated, and to
make appropriate foundation recommendations.
III. FIELD INVESTIGATION
A. Surface Conditions
The site is a rectangularly shaped parcel. The dimensions and
orientation are shown on the enclosed Test Pit Location Map,
Plate 1. Topographically the site is flat and is in a natural
state. Vegetation across the site consists of dried grass and
mature trees along the southern property line. The property is
bounded by. Redwood Avenue to the north and residences to the east
and west.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE TWO
REDWOOD AVENUE. CARLSBAD NOVEMBER 22. 1988
B. Field Work
Our subsurface investigation included two test pits excavated
using a rubber-tired backhoe. The test pits were logged by our
project geologist and backfilled. The test pits were
approximately located in the area of the proposed residence. The
test pit locations and logs are enclosed as Plates 1 and 3
through 4 respectively.
C. Subsurface Conditions
The site is underlain by sedimentary deposits. The test pit
exposures revealed an approximately four-foot cover of a brown
silty fine sand deposit that is in a dry and moderately loose
condition overall. Beneath the upper sand deposits a red-brown
silty fine sandstone unit was encountered. The sandstone was in
a slightly moist, firm and cemented condition.
Based upon our observations no ground water, existing fill, or
detrimentally expansive soil was detected during this
investigation. During the course of grading adverse subsurface
conditions may be revealed that were not encountered during this
study. Additional laboratory testing and analysis of the test
results may be necessary and should be anticipated.
There are essentially two soil types based on the field
descriptions indicated on the logs. The soil types are referred
to later as Soil Type 1 and 2.
SOIL TYPES
Soil Type Soil Description
1 brown silty fine sand
2 red-brown fine silty
sandstone
D. Seismicity
As with most areas of southern California the study property lies
within a seismically' active zone. Distant faults including
the Elsinore Fault to the northeast and unnamed offshore faults
will periodically affect the property.
In our opinion the greatest geologic hazard would be from earth
shaking in the event of an earthquake.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743.1214
SOILS TESTING PEAC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE THREE.
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
IV. LABORATORY TESTS AND TESTS RESULTS
Maximum Dry Density and Optimum Moisture Content
The maximum dry density and optimum moisture contents of Soil
Type 1 were determined in accordance with ASTM D-1557-78 Method.
The results are tabulated below.
Optimum
Maximum Dry Moisture
Location Soil Type Density (pcf) Content (%)
TP 1@2t 1 123.6 8.2
TP = Test Pit
These results may be used during the grading where applicable.
B. In-Place Dry Density and Moisture Content
In-place dry densities and moisture contents of representative
chunk soil samples were determined using the water displacement
method. The test results are presented on the logs at the
corresponding locations. The percent ratio of the in-place dry
densities to the corresponding laboratory maximum dry densities
are also determined and included on the excavation logs.
Direct Shear Test
A direct shear test was performed on representative samples of
Soil Type 1 for strength parameters in the lateral load and
bearing capacity calculations. Three specimens of the soil were
prepared by molding them in 2-inch diameter, 1-inch high rings
to 90% of the corresponding maximum dry density and optimum
moisture content and soaked overnight. The specimens were loaded
with normal loads of 1, 2, and 4 KSF respectively and sheared to
failure in an undrained shear. The results are presented below.
Wet Angle of Apparent
Soil Density mt. Fric. Cohesion
Location Type (pcf) 0 (°) c, (psf)
TP 1@2t 1 119.4 39 14
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE FOUR
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
V. CONCLUSIONS AND RECOMMENDATIONS
The following conclusions and recommendations are based upon
exposures developed beneath the site to the depths explored,
laboratory testing, engineering analysis of the test results, and
our experience in the field of geotechnical engineering. Based
upon the foregoing site investigation the property is suitable
for the proposed development provided the recommendations given
herein are incorporated into final plans and implemented during
the construction phase. Adverse geotechnical conditions were not
indicated on the property based upon the surface and subsurface
exposures observed during our study.
GRADING
In their present condition the upper soils are not suitable
for the support of structures or fill. The upper soils should be
excavated down to firm native sandstone material and recompacted
to a minimum of 90% of the corresponding maximum dry density.
The excavations will be on the order of four to five feet over
the entire site. The exact depths to firm native sandstone
material cannot always be predicted and may vary throughout the
site. The actual depths will be determined during the grading by
the geotechnical engineer or his representative on the site.
Caution should be used during the grading and trench
excavations so that the existing adjacent structures/improvements
are not distressed by the removals. Appropriate setbacks will be
required and should be anticipated. All existing utilities on or
in the vicinity of the property should be located prior to any
grading or trenching operations.
It should be anticipated that full-time monitoring of grading
or trenching operations may be necessary by the geotechnical
engineer or governing agency.
GENERAL GRADING
1. Grading operations on the project should be tested, inspected,
and approved by a qualified geotechnical engineer. Grading
should conform to the codes established by the governing agency.
Grading procedures should also be completed in accordance with
the enclosed "Specifications for Construction of Controlled
Fills", Appendix "B", except where superseded below.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE FIVE
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
It is recommended that a pre-grading meeting be held between
the owner, grading contractor, and a representative from this
firm to discuss the operation and to arrange a testing schedule.
This office should be notified a minimum of 24 hours prior to any
grading or any fill placement.
Testing and inspections are required any time fill is placed
which exceeds 12 inches in depth under any conditions. In
addition, testing and inspections are required but not limited to
the following items: building pads, street improvements,
sidewalks, curbs and gutters, undercuts, trench and wall
backf ills, subgrade and basegrade, foundation trenches and
reinforcement, and any other operations not included herein which
require our testing, supervision, and inspection for
certification to the appropriate agencies.
It is recommended that any septic tanks or large buried
objects detected during the grading be removed. The voids should
be filled with compacted soil and tested by the geotechnical
engineer or his representative in charge.
Use cut and fill ratios of 2:1 (horizontal to vertical) for
overall gross slope stability. It is recommended that the fill
slopes be overbuilt and cut back to the design configuration.
All underground utility trenches should be compacted to a
minimum of 90% of the maximum dry density of the soil unless
otherwise specified by the respective agencies. Care should be
taken not to crush the utilities or pipes during the compaction
of the soil.
All utility trenches under slabs in expansive soils (2% or
greater) should be backfilled with sand (S.E. 30 or greater) and
properly compacted to achieve at least the minimum compaction
requirements.
If any import soil is used to complete the grading it should
be granular and non-expansive. The import soil should be
inspected and approved by a representative from this office prior
to the delivery of the soil to the site. Revised foundation
recommendations may be required based upon the specific
characteristics of the import soil.
During the course of our investigation two test pits were
excavated to depths of six feet. After logging and sampling of
the test pits they were backfilled, rolled, and tamped. The
backfilled materials are not suitable for the support of
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE SIX
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
structures or pavement; therefore, during the grading of the site
the test pits should be re-excavated and backfilled to not less
than 90% of the corresponding maximum dry density. The
approximate locations of the test pits are shown on the Test Pit
Location Map, Plate 1.
FOUNDATIONS
The following minimum requirements are recommended for
foundations and floor slabs supported on properly compacted fill
soils. All grading should follow the recommendations given in
the previous section "Grading" and in the enclosed Appendix "B".
1. Foundation and Slab Recommendations For Soil Type 1. These
are preliminary recommendations for estimating purposes only and
are to be confirmed at the completion of finish grading.
It is recommended that conventional continuous and/or
isolated footings be used in accordance with the latest
Uniform Building code design (i.e., 12 inches wide by 12
inches deep and 15 inches wide by 18 inches deep for one- and
two-story structures respectively; minimum depths are measured
from the lowest adjacent ground surface not including the
sand/gravel under the slab.
All interior and exterior footings should be reinforced
with two #4 reinforcing bars, one bar placed three inches
below the top and the other bar placed three inches above the
bottom of the footing.
Use minimum 6x6/10x10 welded wire mesh placed mid-height in
all slabs and a minimum of four inches of clean sand under all
slabs. Special attention should be given to the re-entrant
corners (±270° corners) and curing practices during and after
concrete pour. All slabs should be a minimum of three and
one-half inches in thickness. A plastic moisture barrier
should be provided for the interior slabs and should be placed
mid-height in the sand. Provide weakened plane joints spaced
12 feet on center each way for all slabs.
An allowable soil bearing pressure of 1200 psf may be used
for footings supported entirely on properly compacted,
non-expansive fill. The allowable soil bearing pressure
provided herein is for dead plus live loads and may be
increased by one-third for wind and seismic loading. This
value should be verified at the completion of rough grading.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE SEVEN
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
The allowable soil bearing pressure provided herein is also
determined for footings with a minimum width of 12 inches and
a minimum depth of 12 inches below the adjacent ground
surface. These values may be increased per Uniform Building
Code for additional depths and widths if needed.
This office should be notified to inspect all footing trenches
and foundation reinforcement prior to pouring of the concrete.
Footings located on or adjacent to the top of slopes should be
extended to a sufficient depth to provide a minimum horizontal
distance of five feet or one-third of the slope height, whichever
is greater (need not to exceed 40 feet maximum) between the
bottom edge of the footing and the face of the slope unless
otherwise recommended by the soil engineer or his representative
on site.
During the grading of the site it is probable that the on-site
soils will be mixed; therefore further laboratory testing and
additional engineering will be necessary. Revised foundation
recommendations should be anticipated.
EARTH PRESSURES/RETAINING WALLS
Expansive clayey soils should not be used for backfilling of
any retaining structure. All retaining structures should be
designed by the project structural engineer. Retaining walls
should maintain at least a 1:1 (horizontal to vertical) wedge of
granular non-expansive soil backfill measured from the base of
the wall to the ground surface (within the active zone of the
wall). Specific drainage provisions behind retaining wall
structures should be verified by this office.
The following lateral soil pressures are determined based upon
the characteristics of Soil Type 1 and assume drained and level
backfill conditions. Additional active pressures for surcharge
loading due to adjacent structures should be incorporated by the
structural engineer. These values may be used for preliminary
design estimates only and are to be re-evaluated when the
characteristics of the backfill soils have been determined.
Revised recommendations should be anticipated. These values do
not include hydrostatic pressures.
Active Pressure = 27 pcf equivalent fluid pressure
At Rest Pressure = 44 pcf equivalent fluid pressure
*Passive Pressure = 525 pcf equivalent fluid pressure
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE EIGHT
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
*Note: Because large movements must take place before maximum
passive resistance can be developed the earth pressures given for
passive conditions should be reduced by an appropriate factor.
of safety.
A coefficient of friction of 0.40 may be considered for
concrete on soils. This value is to be verified at the
completion of grading when the engineering properties of the
subgrade soils are specifically known.
The passive and frictional lateral resistance may be combined
provided either one of the two is reduced by one-third.
GENERAL RECOMMENDATIONS
Finalized development plans should incorporate these
recommendations and be reviewed and approved by this office. If
the finalized development plans significantly change or if they
were not available at the time of this investigation further
investigation and engineering by this firm will be required.
Design in accordance with the latest Uniform Building Code
Seismic Zone IV Specifications. Earth shaking during a seismic
event should be expected to periodically affect the site and
structures.
Structural sections for roadway and parkway designs will be
determined at the completion of grading with the appropriate
sampling and laboratory testing.
In order to maintain future site performance it is recommended
that all pad drainage should be collected and directed away from
proposed structures; a minimum of two percent gradient should be
maintained. Roof gutters and downspouts should drain away from
the foundations and slabs. Installation of area drains in the
yards should also be considered. In no case should water be
allowed to pond or flow over slopes. The property owner(s)
should be made aware that altering drainage patterns,
landscaping, the addition of patios, planters, and other
improvements, as well as excessive irrigation and variations in
seasonal rainfall all affect subsurface moisture conditions,
which in turn affect structural performance.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE. #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE NINE
REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
All slopes within the development should be planted with
appropriate ground cover vegetation to protect the slopes from
erosion. Deep-rooted types of ground cover will assist in the
prevention of surficial slumping. Excessive watering of the
planted slopes should be avoided. An irrigation system should be
installed in accordance with the governing agencies. Water
should not be allowed to flow over the slopes. Until the
landscaping is fully established plastic sheeting should be kept
accessible to protect the slopes from periods of prolonged and/or
heavy rainfall.
Any future structures placed on the subject property may
affect the on-site drainage pattern or impact the structural
integrity of the existing fill or structures. Construction of
any additional future improvements not included/ indicated in the
initial development or grading should be reviewed by this firm
prior to construction.
The owner(s) should be made aware of the possibility of
shrinkage cracks in concrete and stucco materials. The American
Concrete Institute indicates that most concrete will shrink
approximately 1/8 inch within a 20-foot section. Some separation
between construction and cold joints may occur and should be
expected.
VI. LIMITATIONS
The conclusions and recommendations provided herein have been
based on all available data obtained from our field investigation
and laboratory analyses, as well as our experience with the
soils and formational materials located in the general area.
The materials encountered on the project site and utilized in our
laboratory testing are believed representative of the total area;
however, earth materials may vary in characteristics between
excavations.
Of necessity we must assume a certain degree of continuity
between exploratory excavations and/or natural exposures. It is
necessary, therefore, that all observations, conclusions, and
recommendations be verified during the grading operation. In the
event discrepancies are noted we should be contacted immediately
so that an inspection can be made and additional recommendations
issued if required.
MV ENGINEERING, INC. • 2450 VINEYARD AVENUES #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRELIMINARY SOIL INVESTIGATION PAGE TEN REDWOOD AVENUE, CARLSBAD NOVEMBER 22, 1988
The recommendations made in this report are applicable to the
site at the time this report was prepared. It is the
responsibility, of the owner/developer to insure that these
recommendations are carried out in the field.
It is almost impossible to predict with certainty the future
performance of a property. The future behavior of the site is
also dependent on numerous unpredictable variables such as
earthquakes, rainfall, and on-site drainage patterns.
The firm of MV ENGINEERING, INC. shall not be held responsible
for changes to the physical conditions of the property such as
addition of fill soils or changing drainage patterns which occur
subsequent to issuance of this report.
This report should be considered valid for a period of one year
and is subject to review by our firm following that time. If
significant modifications are made to the height and location of
cut and fill slopes this report must be presented to us for
review and possible revision.
This firm has prepared this report in accordance with generally
accepted engineering practice and makes no other warranties,
either expressed or implied, as to the professional advice
provided under the terms of the agreement and included in this
report.
Once again, should any questions arise concerning this report
please do not hesitate to contact this office at your
convenience. Reference to our Job #1479-88 will expedite
response to your inquiries.
We appreciate this opportunity to be of service to you.
MV ENGINEE ING, INC.
ALCot
Ralph M. Vinje
((( No.
\ \ RMV/kmh Exp. 123189
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
APPENDIX "A"
MV ENGINEERING, INC. • 2450 VINEYARD AVENUE, #102 • ESCONDIDO, CALIFORNIA 92025-1330 • 6191743-1214
SOILS TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
PRIMARY DIVISIONS GROUP I SECONDARY DIVISIONS
SYMBOL
GRAVELS CLEAN GW Well graded gravels, gravel-sand mixtures, little or no fines.
g
o
MORE THAN HALF
OF COARSE
GRAVELS
co (LESS THAN Cr 0
GP Poorly graded gravels or gravel-sand mixtures, little or no fines.
5% FINES)
GRAVEL GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines. Cl) (j FRACTION IS
Z LU W Oz LARGER THAN WITH
< U) NO. 4 SIEVE FINES GC Clayey gravels, gravel-sand-clay mixtures, plastic fines.
W
O 1: q: SANDS CLEAN SW SANDS Well graded sands, gravelly sands, little or no fines.
LU ZLIJ Fn MORE U) <0 THAN HALF (LESS THAN SP Poorly graded sands or gravelly sands, little or no fines. x cr < I—< OF COARSE 5% FINES)
SANDS SM Silty sands, sand-silt mixtures, non-plastic fines. O w -i FRACTION IS
0 SMALLER THAN WITH
NO. 4 SIEVE FINES SC Clayey sands, sand-clay mixtures, plastic fines.
Ui ML Inorganic silts and very fine sands, rock flour, silty or clayey fine
SILTS AND CLAYS sands or clayey silts with slight plasticity.
________
CL Inorganic clays of low to medium plasticity, gravelly clays, sandy 0 LIQUID LIMIT IS (1) w LESS THAN 50% clays, Silty clays, lean clays.
OL Organic silts and organic silty clays of low plasticity. ui Z Cl) o
I —JcJ
. < - MH Inorganic silts, micaceous or diatomáceous fine sandy or Silty
Fr o SILTS AND CLAYS soils, elastic silts.
CH Inorganic clays of high plasticity, fat clays. LU CC W Z
z Oz LIQUID LIMIT IS
GREATER THAN 50%
I— OH Organic clays of medium to high plasticity, organic silts.
HIGHLY ORGANIC SOILS PT Peat and other highly organic soils.
GRAIN' SIZES U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS
200 40 10 4 3/4" 3" 12"
I SAND I GRAVEL I I
SILTS AND CLAYS COBBLES I BOULDERS
FINE MEDIUM I COARSE I FINE I COARSE
RELATIVE DENSITY
SANDS, GRAVELS AND
NON-PLASTIC SILTS BLOWS/FOOT
VERY LOOSE 0 - 4
LOOSE 4-10
MEDIUM DENSE 10 -30
DENSE 30 -50
VERY DENSE OVER 50
CONSISTENCY
CLAYS AND
PLASTIC SILTS STRENGTH BLOWS/FOOT
VERY SOFT 0-Vs 0-2
SOFT ¼-Y 2-4
FIRM V2-1 4-8
STIFF 1-2 8-16
VERY STIFF 2-4 16-32
HARD OVER 4 OVER 32
Blow count, 140 pound hammer falling 30 inches on 2 inch O.D. split spoon sampler (ASTM 0-1 586)
Unconfined compressive strength per SOILTEST pocket penetrometer CL-700
A = undisturbed chunk sample I 246 = Standard Penetration Test (SPT) (ASTM 0-1 586)
E l with blow counts per 6 inches
= disturbed sample
246 = California Sampler with blow counts per 6 inches
KEY TO EXPLORATORY BORING LOGS
Unified Soil Classification System (ASTM D-2487
RESOURCE DEVELOPMENT CORPORATION
REDWOOD AVENUE, CARLSBAD
PROJECT NO. j p
KEY
1479-88 2
DRILL RIG BACKHOE 510B SURFACE ELEVATION --- LOGGED BY S .M.
DEPTH TO GROUND WATER N/E BORING DIAMETER 2 ft. x 14 ft. DATE DRILLED 11/3 /88
DESCRIPTION AND CLASSIFICATION
—z- 0 wz
Q W z
o_W ___________________________________ I— W CC < I— z > >0 W U. - U) .J
_J I.-
-w 0
- 0
(I)
IuJ — I—Z WI CL I—
>-z
-
- 0 °. °.
- ___________________________________ ___
Brown silty fine sand.
Very dry, loose to moderately loose, — 1 — porous, rootlets throughout.
- 2, - 1.3 99.7 80.6
Gopher hole at 2j feet; poorly
cemented. -3-
Gradational contact. SOIL TYPE 1 SM
— - A 4
3.5 111.4
Red-brown silty fine sandstone. L_
Moderately firm upper 12 inches.
— 5 - Appears'dry. Very firm and well
cemented at 5 feet. Rips blocky.
Slow digging at 6 feet. SOIL TYPE 2 SM 6 —
- Bottom at 6 feet. L\6 3.1 108.6
-7-
-8-
-9-
- 10 —
- 11 —
- 12 —
-13-
- 14 -
EXPLORATORY BORING LOG
RESOURCE DEVELOPMENT CORPORATION zw REDWOOD AVENUE, CARLSBAD
MV ENGINEERING, INC.
2450 Vineyard Ave.. Suite 102 PROJECT NO. PLATE
Escondido, CA 92025•1330 TEST PIT 1
Phone: 619/743•1214 1479-88 3
DRILL RIG BACKHOE 510B I SURFACE ELEVATION --- LOGGED BY S M.
DEPTH TO GROUND WATER N/E BORING DIAMETER 2 ft. x 9 ft. I DATE DRILLED 11/3/88 j
DESCRIPTION AND CLASSIFICATION
2 0 w Z 0.10 W z 0
a.______________________________________
<
U.
>-Ijo I< W Z I- ) w >
Iz5
- cj co w I-•Z >Z CC W W
- 0 - ____________________________________
<Iw a: cO Q. 0
w OO:. O....I
Brown silty fine sand.
Very dry, loose to moderately loose.
- 1 - Porous, poorly cemented.
A2
- 2 - 2.2 99.i 80.
- 3 - Same below.
-- 4 Gradational contact. SOIL TYPE 1 SM
Red-brown silty fine sandstone. A4 4.7 108.
Appears dry, moderately firm top 12
- 5 - inches, porous.
Firm at 5 feet, slightly moist.
SOIL TYPE 2 A
-'6 - Moderately slow digging at 6 feet. SM 61 4.7 108.
Bottom at 6 feet.
- 7 •-
-8-
-9-
- 10 -
- 11 -
- 12 -
- 13 -
-14-
EXPLORATORY BORING LOG
RESOURCE DEVELOPMENT CORPORATION
zw REDWOOD AVENUE, CARLSBAD
MV ENGINEERING, INC.
2450 Vineyard Ave.. Suite 102 PROJECT NO. I I - PLATE TEST PIT 2 Escondido, CA 92025-1330
1479-88 I 4 I Phone: 619/743-1214
APPENDIX "B"
8/88
SPECIFICATIONS FOR
CONSTRUCTION OF CONTROLLED FILLS
GENERAL DESCRIPTION
1 - The following grading specifications have been prepared for
the subject site and are consistent with the Preliminary
Investigation report performed by this firm.
2 - The grading contractor shall be responsible to perform ground
preparation and compaction of fills in strict compliance with the
specifications outlined herein. All earthwork including ground
preparations, placing, watering, spreading and compacting of
fills should be done under the supervision of a state registered
geotechnical engineer. The project geotechnical engineer should
be consulted if any deviations from the grading requirements
provided herein are desired by the owner/contractor.
3 - The construction of controlled fills shall consist of
clearing and removal of existing structures and foundations,
preparation of land to be filled, excavation of earth and rock
from cut area, compaction and control of the fill, and all other
work necessary to complete the grading of the filled areas to
conform with the lines, grades, and slopes as shown on the
accepted plans.
CLEARING AND PREPARATION OF AREAS TO BE FILLED
All fill control projects shall have a preliminary soil
investigation or a visual examination (depending upon
requirements of the governing agency and the nature of the
job) by a qualified geotechnical engineer prior to grading.
All timber, trees, brush, vegetation, and other rubbish shall
be removed, piled, and burned, or otherwise disposed of to
leave the prepared areas with a finished appearance, free
from unsightly debris.
Any soft, swampy or otherwise unsuitable areas shall be
corrected by drainage or removal of compressible material,
or both, to the depths indicated on the plans and as directed
by the geotechnical engineer.
The natural ground which is determined to be satisfactory for
the support of the proposed fill shall then be plowed or
scarified to a depth of at least six inches (6") or deeper as
specified by the geotechnical engineer. The surface should
be free from ruts, hummocks, or other uneven features which
would tend to prevent uniform compaction by the equipment to
be used.
No fill shall be placed until the prepared native ground has
been approved by the geotechnical engineer or his
representative on site.
Where fills are made on hillsides with slopes greater than
5:1 (horizontal to vertical), horizontal benches shall be cut
into firm, undisturbed, natural ground. A minimum two-foot
deep keyway, one blade width should be cut. The geotechnical
engineer shall determine the width and frequency of all
succeeding benches which. will vary with the soil conditions
and the steepness of slope.
After the natural ground has been prepared, it shall be
brought to the proper moisture content and compacted to not
less than 90% of maximum density per ASTM D-1557-78.
Expansive soils may require special compaction specifications
as directed in the preliminary soil investigation by the
geotechnical engineer.
In order to reduce the potential for differential settlement
for structures placed on a transition area of the lot, the
cut portion should be undercut a minimum depth of three feet
below the proposed pad grade or to a minimum depth of twelve
inches below the bottom of the footing, whichever is greater,
and replaced as structural fill. The undercut should extend
a minimum horizontal distance of ten feet outside the
building perimeter.
The excavated area must be inspected by the geotechnical
engineer or his representative on site to verify the actual
subsurface conditions and depths.
Caution should be used during the grading and trench
excavations so that existing adjacent or underground
structures/ improvements are not distressed by the removals.
Appropriate setbacks will be required and should be
anticipated. All existing utilities on or in the vicinity of
the property should be located prior to any grading or
trenching operations. These precautions are the
responsibility of the owner /contractor. MV Engineering, Inc.
will not be held responsible for any damage or distress.
MAPP.RTAT.S
The fill soils shall consist of select materials, graded so
that at least 40 percent of the material passes the #4 sieve.
The material may be obtained from the excavation, a borrow pit,
or by mixing soils from one or more sources. The materials used
shall be free from vegetable matter and other deleterious
substances. Oversized rocks greater than two feet in maximum
diameter should not be included in fills. Rocks greater than 12
inches (12") in diameter should be properly buried ten feet or
more below grade, measured vertically. Rocks should be placed per
project geotechnical engineer or his representative to assure
filling of all voids with compacted soils. Rocks greater than
six inches (6") in diameter should not be allowed within the
upper three feet of all graded pads. Rock fills require a
special inspection and testing program under direct supervision
of the project geotechnical engineer or his representative.
If excessive vegetation, rocks, or soils with unacceptable
physical characteristics are encountered, these materials shall
be disposed of in waste areas designated on the plans or as
directed by the geotechnical engineer. No material of a
perishable, spongy or otherwise unstable nature shall be used in
the fills. If soils are encountered during the grading operation
which were not reported in the preliminary soil investigation,
further testing will be required to ascertain their engineering
properties. Any special treatment recommended in the preliminary
or subsequent soil reports not covered herein shall become an
addendum to these specifications.
Laboratory tests should be performed on representative soil
samples to be used as compacted fills in accordance with
appropriate testing procedures specified by ASTM in order to
determine maximum dry density and optimum moisture content of
the fill soils.
PLACING, SPREADING AND COMPACTION OF FILL MATERIAL
The selected fill material shall be placed in layers which
shall not exceed six inches (6") when compacted. Each layer
shall be spread evenly and shall be thoroughly blade-mixed
during the spreading to insure uniformity of material and
moisture in each layer.
When the moisture content of the fill material is below that
specified by the geotechnical engineer, water shall be added
until the moisture content is near optimum as determined by
the geotechnical engineer to assure thorough bonding during
the compaction process. This is to take place even if the
proper density has been achieved without proper moisture.
When the moisture content of the fill material is above that
specified by the geotechnical engineer, the fill material
shall be aerated by blading and scarifying or other
satisfactory methods until the moisture content is near
optimum as determined by the geotechnical engineer.
After each layer has been placed, mixed and spread evenly, it
shall be thoroughly compacted to not less than the
recommended minimum compaction requirements per specified
maximum density in accordance with ASTM D-1557-78. Compaction
shall be by means of tamping or sheepsfoot rollers,
multiple-wheel pneumatic-tired rollers, or other types of
rollers. Rollers shall be of such design that they will be
able to compact the fill to the specified density. Rolling
each layer shall be continuous over its entire area and the
rollers shall make sufficient passes to obtain the desired
density. The entire area to be filled shall be compacted to
the specified density.
Fill slopes shall be compacted by means of sheepsfoot rollers
or other suitable equipment. Compacting of the slopes shall
be accomplished by backrolling the slopes in increments of
three to five feet (3'-5') in elevation gain or by
overfilling and cutting back to the design configuration or
other methods producing satisfactory results.
If the method of achieving the required slope compaction
selected by the contractor fails to produce the necessary
results, the contractor shall rework or rebuild such slopes
until the required degree of compaction is obtained.
Field density tests shall be made in accordance with ASTM
Method D-1556-82 by the geotechnical engineer for
approximately each foot in elevation gain after compaction,
but not to exceed two feet (2') in vertical height between
tests.
The geotechnical engineer shall be notified to test the fill
at regular intervals. If the tests have not been made after
three feet of compacted fill has been placed, the contractor
shall stop work on the fill until tests are made.
The location of the tests shall be spaced to give the best
possible coverage and shall be taken no farther than 100 feet
apart. Tests shall be taken on corner and terrace lots for
each two feet (2') in elevation gain. The geotechnical
engineer may take additional tests as considered necessary to
check on the uniformity of compaction. Where sheepsfoot
rollers are used, the test shall be taken in the compacted
material below the disturbed surface. No additional layers
of fill shall be spread until the field density tests
indicate that the specified density has been obtained.
The fill operation shall be continued in six inch (6")
compacted layers, as specified above, until the fill has been
brought to the finished slopes and grades as shown on the
accepted plans.
SUPERVISION
Supervision by the geotechnical engineer or his representative
shall be made during the filling and compacting operation in
order to verify that the fill was constructed in accordance with
the preliminary soil report or agency requirements.
The specifications and soil testing of subgrade and basegrade
material for -roads or other public property shall be done in
accordance with specifications of the governing agency unless
otherwise directed.
It should be understood that the contractor shall supervise
and direct the work and shall be responsible for all construction
means, methods, techniques, sequences and procedures. The
contractor will be solely and completely responsible for
conditions at the job site, including safety of all persons and
property during the performance of the work. Intermittent or
continuous inspection by the geotechnical engineer is not
intended to include review of the adequacy of the contractor's
safety measures in, on, or near the construction site.
SEASONAL LIMITS
No fill material shall be placed, spread, or rolled during
unfavorable weather conditions. When the work is interrupted
by heavy rain, grading shall not be resumed until field tests
by the geotechnical engineer indicate that the moisture content
and density of the fill are as previously specified. In the event
that, in the opinion of the engineer, soils unsatisfactory as
foundation material are encountered, they shall not be
incorporated in the grading; disposition will be made at the
engineer's discretion.
UNIFIED SOIL CLASSIFICATION
Group
Identifying Criteria Symbol Soil Description
COARSE GRAINED (more
than 50% larger than
#200 sieve)
Gravels (more than 50% GW Gravel, well-graded gravel-
larger than #4 sieve sand mixture, little or no
but smaller than 3") fines.
Non-plastic
GP Gravel, poorly graded, gravel-
sand mixture, little or no
fines.
GM Gravel, silty, poorly graded,
gravel-sand-silt mixtures.
GC Gravel, clayey, poorly
graded, gravel-sand-clay
mixtures.
Sands (more than 50% SW Sand, well-graded, gravelly
smaller than #4 sieve) sands, little or no fines.
Non-plastic
SP Sand, poorly graded gravelly
sands, little or no fines.
SM Sand, silty, poorly graded,
sand-silt mixtures.
Sc Sand, clayey, poorly graded,
sand-clay mixtures.
FINE GRAINED (more than
50% smaller than #200
sieve)
Liquid Limit less than 50 ML Silt, inorganic silt and
fine sand, sandy silt or
clayey-silt-sand mixtures
with slight plasticity.
CL Clay, inorganic clays of
low to medium plasticity,
gravelly clays, sandy clays,
silty clays, lean clays.
FINE GRAINED - continued
Liquid Limit greater
than 50
OL Silt, organic, silts and
organic silt-clays of low
plasticity.
MH Silt, inorganic silts
micaceous or dictomaceous
fine, sandy or silty soils,
elastic silts.
CH Clay, inorganic, clays of
medium to high plasticity,
fat clays.
OH Clay, organic, clays of
medium to high plasticity.
HIGHLY ORGANIC SOILS PT Peat, other highly organic
swamp soils.
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No.
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161
This form shall be used to determine the amount of school fees for a project and to verify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
Carlsbad Unified
6350 Yarrow Drive Ste. A.
Carlsbad, CA 92009 (438-5710)
Encinitas Union Elementary
189 Union Street
Encinitas, CA 92024 (944-4306)
San Marcos Unified
270 West San Marcos Blvd.
San Marcos, CA 92069 (744-4776)
San Dieguito Union High School
625 North Vulcan
Encinitas, CA 92024 (753-6491)
Project Applicant: S~ae A' APN: ?49K
Project Address: i5( / cOt4J 4UC
RESIDENTIAL: SQ. FT. of living area Number of dwelling units
SQ. FT. of covered area ____ SQ. FT. of garage area 7 f46
COMMERCIAL! INDUSTRIAL: SQ. F77 AREA
Prepared By ,L9_3- Date / /-3'/al'
FEE CERTIFICATION
(To be completed by the School District)
4/"Applicant has complied with fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid)
Other
Residential Fee Levied: $4j3.— based on __________
Comm/Indust Fee Levied: $ based on sq. ft.@
Scffóoi Title Date
AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential.
AB 2926 is capped at $.25 per square foot for commercial/industrial.