HomeMy WebLinkAbout1520 MAGNOLIA AVE; ; 77-5255; PermitMODEL NO.
BUILDING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces on/v. Phone 729-1181 Permit No 7' 5
JOB ADDRESS
ASSESSOR'S
j/1.1,1yt3//4 ( '•-, ,a/ PARCEL NUMBER
LEGAL
IOESCR.
BLI TRACT
(ESEE ATTACHED SHEET) I BOOK PAGE PAR.
OWNER MAIL ADDRESS ZIP PHONE
CONTRACTOR r MAIL ADDRESS 1I ) PHONE STATE LIC. NO. CITY LIC. NO.
ARCHITECT OR DESIGNER MAIL ADDRESS .0 LICENSE NO.
v /' /- 114 I2iIJri7 . ENGINEER / MAIL ADDRESS PHONE LICENSE NO.
5
COMe ENSUONIE(, RI MAIL ADDRESS. .! 6
BRANCH
;r
USE Olf BUILDING
W IC 4 / /.f...( 1(6 AV /. .f A NO. BORMS_______ NO. BATHS
8 Class of work: NEW El ADDITION El ALTERATION El REPAIR El MOVE El REMOVE
9 Describe work:
10 Change of use from
Change of use to
11 Valuation of work: $ I . / PLAN CHECK FEES / .7 PERMIT FEES
SPECIAL CONDITIONS: of / Const. Occupancy MICRO FILM FEEType
j Group
Size of Bldg Max .
-- Sq.Ft. (Total) Stories 0cc. Load
Fire
Zone
Use
Zone /
Fire Sprinklers
Required Elves B APPLICATION ACCEPTED BY I PLANS CHECKED BY i APPROVED FOR ISSUANCE BY
No. of OFFSTREET PARKING SPACES
DATE .. Dwelling Units / —
No. ' sq. t.Open Covered
NOTICE Special Approvals Required Received Not Required
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. PLANNING DEPT.
ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- SOIL REPORT
OTHER (Specify) MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ENGINEERING DEPT.
WATER DEPT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
SIGNA.'TJ.RE,.OF CONTRACTOR OR AUTHORID AGENT IOATCI
7
-I
SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE)
YVPIEN FKUYEKLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
TOTAL FEES
INSPECTOR
.• . 'INSPECTION RECORD
DATE REMARKS INSPECTOR
FOUNDATIONS:
SETBACK
TRENCH
REINFORCING
FOUNDATION WALL&
WEATHER PROOFING
CONCRETESLAB
FRAMING ________ •
INT. LATHING OR DRYWALL
EXT.LATHING ________ •
MASONRY
FINAL
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC.
IIIIIIIIIIIIIIINIII
•
• • • • . •
REQUEST FOR INSPECTION TIME:__________
INSPECTOR
OWN ERL
ADDRESS U
BUILDING -
El FOUNDATION
El REINFORCING STEEL
Cl MASONRY
El GROUT - GUNITE
El FLOOR AND CEILING FRAME
El SHEATHING
El FRAME
El EXTERIOR LATH
El INSULATION
LJ1)JTERIOR LATH OR DRYWALL
FINAL
T NO. DATE: -
El TEMPORARY SERVICE
El ELECTRIC UNDERGROUND
El ROUGH ELECTRIC
El POOL BONDING
El ELECTRIC SERVICE
El CEILING HEAT
El G.F.I.
El SMOKE DETECTOR
El FINAL
I ELECTRICAL I
F PLUMBING I
El UNDERGROUND PLUMBING
El UNDERGROUND WATER
El ROUGH PLUMBING
El TOP OUT PLUMBING
El SEWER AND PL/CO
El TUB OR SHOWER PAN
El GAS TEST
El WATER HEATER
El FINAL
I MISCELLANEOUS 1
El PLENUM AND DUCTS
El COMBUSTION AIR
El PATIO
El SIGN
El GRADING
El DRIVEWAY
El CONDITIONED AIR SYSTEMS
El REFER PIPING
El FINAL
READY FOR INSPECTION: 0 MONDAY
A.M.
P.M.
SPECIAL INSTRUCTIONS
OTUESDAY P~EDNESDAY DTHURSDAY 0 FRIDAY
PHONE NO. REQUESTED BY /
/PERSON TAKING REPORT
-
—C
To I-li
-
ô Dote c z_
Jf) (Jo" wA7•
/c2 =
__.DRL?&4c-r Ic!p1c 4 ,- r,-
Lk J7F) y r 11?vf,r S/o
444
rIfu1? CQRR,et 1Lq'i?ii4r
T12 '2 VE,, c• eo -1
Dp7i .
2J?IC ,
DUPLICATE Signed
-
;
H Date
. Signed
,.
4S 465 SEND PARIS 1 AND 3 WITH CARBONS INTACT. P0I1 P0k ISO Wsl 4P465 PART 3 WILL BE RETURNED WITH REPLY.
~~f
PLUMBING PERMIT APPUCATIO I N City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaceSonly. ) Phone 729-1181 Permit No. 7 2
JOB ADDRESS
'5:2 c CZtA4 Q/
LEGAL 1 DESCN.
I LOT NO. TRACT
OW..
_
r8- MAIL ADDRESS 0?.4_ZIP / . 2 j0 PHONE
, 11-1_335JC4~ 13
MAIL ADDRESS CO NT CT OR PHONE STATE LIC. NO. CITY LIC. NO.
q 2'3c(?4,4c 11'6?1 3J2aC
ARCHITECT OR DESIGNER MAII.ODRE5S
4
PHONE LICENSE NO.
ENGINEER . MAIL ADDRESS PHONE LICENSE NO.
5
COMPENSATION (NS. CARRIER MAIL ADDRESS
6
BRANCH
USE OF BUILDING
1
8 Class of work: ENEW U ADDITION U ALTERATION El REPAIR
9 Describe work:
PERMIT FEES
No. Type of Fixture or Item Fee
SPECIAL CONDITIONS: - 4 WATER CLOSET (TOILET)
I BATHTUB .)c
LAVATORY (WASH BASIN) .
-SHOWER
KITCHEN SINK & DISP.
DISHWASHER j
APPLICATION ACCEPTED BY
/
/ LANSCHECKEDBY
z
APPROVED FOR ISSUANCE BY. I
I -
DATE
LAUNDRY TRAY
CLOTHES WASHER 7 -
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM.
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
URINAL
DRINKING FOUNTAIN
CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A
FLOOR—SINK OR DRAIN - -
SLOP SINK 7 GAS SYSTEMS: NO. OUTLETS jJ I3
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR - -
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER NUMBER C LEAN OUTS ......... .'.
CESSPOOL
SEPTIC TANK & PIT
ROOF DRAINS
iIGNA0F CONTRACTOR OR AUTHORIZED AGENT (DATE) -
ISSUANCE FEE $
TOTAL FEES $_BUILDERI SIGNATURE _OF_ OWNER _II_F_OWNER IOATEI
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION cK. M.O. • CASH
INSPECTOR
.105 ADDRESS .
LOT NO. BLK TRACT (OSEE ATTACHED SHEET)
OWNER MAIL ADDRESS ZIP PHONE
2Joe1 C. MtObw 715 At Vista eexi4e California, 925 433ø431
CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. STATE CITY
3Car1eba Electric 1826 EajuoUa Avo., Caxbed., Ca. 729-1685 265746 1I5
ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO.
4 ,V
ENGINEER MAIL ADDRESS PHONE LICENSE NO.
COMPENSATION INS. CARRIER . MAIL ADDRESS BRANCH
6ft CLOLUft x.
USE OF BUILDING
1S1n1e 7ni1v DiceUin
8 Class of work: tJ NEW 0 ADDITION 0 ALTERATION 0 REPAIR
9 Describe work: . V
V PERMIT FEES
ISSUANCE OF EACH PERMIT
SPECIAL CONDITIONS:
No. Each Fee -
V
NEW CONSTRUCTION, FOR EACH •
AMPERES OF MAIN SERVICE, SWITCH,
FUSE OR -BREAKER APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY:
•
DATE
I -.25- _________________ NEW SERVICE ON EXISTING BLDG
FOR EA. AMPERE OF INCREASE V
, NOTICE IN MAIN SERVICE, SWITCH, FUSE
THIS PERMIT BECOMES NULLAND VOID IF WORK OR CONSTRUC- OR BREAKER
TION AUTHORIZED IS NOT,COMMENCED WITHIN 60 DAYS, OR IF -
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COW,_
MENCED.
REMODEL, ALTERATION, NO CHANGE
IN SERVICE, FOR EA. AMPERE OF
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
TEMP. SERVICE UP TO AND INCLUD-
ING 200 AMP.
V
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
P.1JER VICE OVER 200 AMP.
PER
V,
SIGNATURE OF CONTRACTOR OR.(AUI'HORIZED AGENT _(1DATE1
PERMIT FEE
-
V
SIGNATURE_OF_ OWNER _(IF _OWNER _BUILDER)
Ala ,.;__
ELECTRICAL PERMIT APPLICATION 1
City at CARLSBAD, CALIFORNIA 92008
AnnIiianttncnmoIpte numbered soac'on/v. Phone 729-1181 Prmit No.
WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION C*( M.O. CASH PERMIT VALIDATION CK. M.O. CASH
V V
V ' V •
V
V
V
V . • -
- - • . INSPECTOR
APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM
CITY OF CARLSBAD I
SE I BUILDING DEPT.
ENGINEERING DEPARTMENT
729-1181 EXT. 35
ISSUED BY FOR APPLICANT TO FILL IN
DATE ISSUED
BUILDING I ___________________________________________________
ADDRESS
OWNER /
MAILING
ADDRESS )
CONTRACTOR
CONTRACTOR'S
/
ADDRESS
NEW BUILDING EXISTING BUILDING
LEGAL DESCRIPTION
7
REMARKS: LINE COST DATA
ASSESSMENT DIST. NO.-
FRONTAGE-COST PER FT TOTAL
OTHER
LATERAL LOCATION CONNECTION FEE
NO. UNITS COST PER UNIT TOTAL
PUMP STATION FEES
NO. UNITS-COST PER UNIT-TOTAL-
ST.
LATERAL NO. -INSTALLATION DATE_______________ TOTAL CHARGES (LATERAL ETC.)
VALIDATION
LATERAL CHARGE COMPUTATION
STANDARD 4" (Max. H. 30', V. 10')
OVER 3O'H._&_-FT.
OVER 10'V. _____ ______ FT.
STANDARD 6" (Max. H. 30', V. 10')
OVER 30' H. ______ _______ FT.____________________
OVER 10'V.-@- FT.
TOTAL CONSTRUCTION COST
SERVICE CHARGE (REPAVING ETC.)
TOTAL LATERAL CHARGE
INSULATION CERTIFICATION
15Z
,999P)
This is to certify that insulation has been installed in conformance
with the current energy regulations, California Administrative Code,
Title 25, State of California, in the building located at:
SITE ADDRESS
EXTERIOR WALLS
Manufactur ,' ' Thickness/Type R-Value//
CEILINGS 0
Batts: Manufactur Thickness/Type R-Value /7
Blown: Manufact)er/#-5Z,d ' Thickness/Type R-Value_____
Wt./Ba" Sq. Ft. //fcwe Covered R-Value_____
FLOORS
Manufacturer Thickness/Type R-Value_____
SLAB ON GRADE
Manufacturer Thickness/Type R-Value 41
Width of Insulation Inches
FOUNDATION WALLS
Manufacturer Thickness/Type .. R-Value
GENERAL CONTRACTOR LICENSE #
BY TITLE DATE ____________
ABC I ATIO LICENSE # 325251 C2
BY TITLE ________ DATE
t)RRECTION LIST . CITY -OF CARLSBAD
BUILDING DEPARTMENT
(7l4) '729-1181 -
0
SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN
WARNING: PLAN CHECK FEES: WHERE NO ACTION IS TAKEN BY THE APPT,ICNT
IN 120 DAYS, AND NO BUILDING. PERMIT IS ISSUED, ALL PLAN 'CHECK
FEES ARE FORFEITED TO THE CITY.
JOB ADDRESS OWNE RL
CONTRACTOR: ENGINEER
OCCUPANCY TYPE OF CONSTRUCTION VALUATION
BASIC ALLOWABLE BLDG. AREA 1st Floor
3rd Floor
ALLOWABLE INCREASE DUE TO
PLOT PLAN 5. FC. DETAILS
FOUNDATION PLAN f/ STRUCTURAL DETAILS
FLOOR PLAN ILEVATION PLANS
GENERAL FRANIN(WAODF PLAN
9. INDEX SHEET
TO THE APPLICANT
. CORRECT PLANS WHERE CORRECTION HAS BEEN
CIRCLED. FLAG CORRECTIONS
3. INCOMPLETE, INDEFINITE. OR FADED DRAWINGS
OR CALCULATIONS NOT ACCEPTABLE.
. REWIRED ENGINEER'S OR SURVEYOR'S
CALCULATIONS OR PLANS SHALL BE SIGNED
IN INK.
). REVERSE PLANS MAY NOT BE USED. PROVIDE
CORRECT PLOT PLAN, FOUNDATION PLAN, FLOOR
PLAN AND ELEVATIONS.
. THE 'APPROVAL OF PLANS AND SPECIFICATIONS
]ES NOT PERMIT THE VIOlATION OF ANY
SECTION OF THE BUILDING CODE OR OTHER
CITY, COUNTY OR STATE LAW.
GENERAL
1. SUBMIT FULLY DIMENSIONED PLOT PLAN, DRAWN
TO SCALE, INCLUDING ALL EASEMENTS ON
PROPERTY.
.2. SHOW ALL EXISTING AND PROPOSED BUILDINGS
ON PLOT PLAN.
SHOW CORRECT LEGAL DESCRIPTION ON PLAN.
SHOW ALL OFF SITE IMPROVEMENTS, DRIVE-
WAY APPROACH, LIGHT STANDARDS, FIRE
HYDRANTS, WATER METERS, SUB STRUCTURES,
TREES, ETC.
CORRECT LOT DIMENSIONS.
SHOW EXISTING AND FINISH CONTOUR LINES.
SURVEY OF LOT REQUIRED.
INDICATE ALL GRADING TO BE DOM.
INDICATE ELEVATIONS OF GARAGE FLOOR,
AND STREET AND DRIVEWAY.
lO. INDTATE CENTERLINE AND EDGE PROFILE
OF DRIVEWAY.
U. SLOPE OF DRIVEWAY NOT TO EXCEED 15%.'
INDICATE FI LINES FOR DISPOSAL OF
SURFACE WATER.
LA COSTA APPROVAL REQUIRED.
13a SAN DIEGO COUNTY HEALTH DEPT. APPROVAL
REQUIRED.
13b SHOW ALL REQUIREMENTS FOR HANDICAPPED.
U.B.C. SECTION 1711.
13c L.C.W.D. SEWER RECEIPT REQUIRED.
13d COASTAL APPROVAL LETTER REQUIRED.
2nd Floor
4th Floor
CARRY ' WATER FROM___________ UNDER SIDEWALK THROUGH CURB INTO STREET
WITH CAST-IRON PIPE.
PROVIDE ENGINEERING CALCULATIONS FOR
PROVIDE ENGINEER'S MOISTURE REPORT.
GRADING 'PERMIT REQUIRED.
FIRE DEPT. APPROVAL REQUIRED.
SPECIFY CONCRETE MIX @ 2000 P.S.I. MINIMUM.
DIMENSION FOOTING SIZES AND CLEARANCE
FROM GRADE.
SHOW DEPTH OF FOOTINGS BELOW NATURAL OR
UNDISTURBED GRADE.
22.. INDICATE PRESSURE TREATED FOUNDATION STILL,
OR EQUAL.
SHOW FOUNDATION BOLT SIZE, SPACING AND
PENETRATION INTO CONCRETE. 1/2"X17" for
SONRY.
INDICATE CLEARANCE FROM GRADE TO BOTTOM
OF. FLOOR JOISTS AND GIRDERS.
SHOW PIER SIZE, SPACING AND DEPTH, INTO
UNDISTURBED SOIL.
SHOW GIRDER SIZE, SPACING AND DIRECTION.
SHOW ALL CONDITIONS OF SOILS REPORT ON
PLANS.
SHOW POSITIVE DRAINAGE AWAY FROM FOOTINGS
ON SITE PLAN. 5" FAIL IN 6 FEET.
SPECIFY MINIMUM 181IX24" ACCESS OPENING.
WHERE EXPANSIVE SOILS EXIST, PLANTERS.
ADJACENT TO FOUNDATIONS ARE NOT FECDNMENDED.
SPECIFY UNDERF7JLX)R VENTILATION EQUAL To
2 SQUARE FEET FOR EACH 25 LINEAL FEET OF
FOUNDATION PLUS ONE OPENING WITHIN 3' OF
EACH CORNER.
STEP FOOTINGS WHEN SLOPE EXCEEDS 1:10.
PROVIDE TYPICAL FRAMING DETAILS.
SPECIFY ALL LUMBER GRADES.
SPECIFY FIRE BLOCKING AT FLOOR, CEILING
COVE AND MIDHEIGHT OF WAllS OVER 10'
IN HEIGHT.
SHOW DIAGJNAL BRACING AT EACH CORNER AND
EVERY 25 FEET OF WALL.
CLARIFY BRACING OF WALL.
SHOW SIZE, DIRECTION AND SPACING OF
FLOOR JOISTS IN
.ARE OVERSPANNED.
DOUBLE FLOOR JOISTS OR
BEAM UNDER PARALLEL PARTITIONS.
SPECIFY HEADER SIZE. FOR OPENINGS OVER
4'. SHOW DOUBLE HEADERS ON EDGE.
41. flsuiT1Cn;i' J31W4 sJzi ivr
42J.'1Jv1DI; i'.Ail'I;R 'rii;s I1 u:i•:i; cl:;I,LI.N(;
- - . JOISTS AND Riwi'i;ns .1\I1E WD PAPAtLUL,.
4' o. c.
INDICTTE RAFJ1R SIZE, SPAN, SPACING
AND I)IPJCflON.
511C44 1'UPJ4INS ON EDGE AND INDICATE
SIZE. Scxi size as rafters nth±n.
13fl1\CE ROOF FRAMING '10 PIWPITIONS.
INDICATE SOLID ShEAThING J\NI) 2x6
OR 3x4 STUDS ON FIRST FLOOR OF T1IIEE
SWBY CONSTRUCTION.
SJIOW SECTION TJIiUC,I'I
ShOW PL1I.'JThR BOX. DETAILS AND WATER
PJ3FING, SEC. 2517 C7.
.._Sh 10. (51 IJiNG i ;;L;; IT
13. 51K).') JJVIERAL CF.):S BJ'.ACJNG AT GtJAGh: PlATE "------
74. snow DEDI00I4 WINDOW AS EXIT, SECTION 1.304.
- ELEVATIONS
75IN1)ICfE ATTIC VENTILATION PER SECTION
3205 (c)
76. S1011 ALT,*EAVE OVERHANGS AND CONSTRUCTION
DET)vI:IAs.
771)IMENSIGN ChhIINEY HEIGFT ABOVE ROOF.
(2' 0" ABOVE 1OF WITh1. IN ]0' 0")
78....nDIcNrE FINISh! AND NATURAL GRADE TO
PROPERTY LINE.
79. .5110W EXTERIOR WALL FINISHES.
80....JNDICATE 15 FELT OR EQUAL ON EXTERIOR
WALLS.
51..PEOvIDE TYPICAL CHIMNEY DETAILS.
52.SPECIFY 2: MINIMUM CLEARN10E
BEIWEEN CHIMNEY AND FRAMING.
SPEci."y POST PPOPECTION WHEN BEARING
ON CONCRETE.
PROVIDE PARAPET DETAILS.
NOTE ROOF PI'1U!.
INDICATE ROOFING MATERIAL LENGTH & WEATHER
EXPOSURE ON ''ODD SHINGLES.
83.' SHOW TYPE, SIZE AND SPACING OF ROOF
SHEATHING.
84. FIRE RETARDANT ROOF REQUIRED DUE TO LOCATION
IN _ FIRE ZONE.
GARAGES
56....SPECIFY INSPECTION CLASS
REQUIRED FOR
58P1OVIDE DRIP SCPEED 2" BELOW IIUD SILL.
INDICATE HOW REQUIRED STRUCTURAL AND
rr'rr,Tc r. rtv'-rrr,V t'TT T Ot' ..
MAINTAINED. WHERE PENETRATION WILL
BE MADE FOR ELECTRICAL, MECHANICAL,
PLUMBING AND O01vJL'1NiICA7IIONS CONDUITS,
PIPES AND SIMILAR SYSTEMS. SECTION
301 D.-
CLARIFY DIMENSIONS AT_______________
SIlOW WINDOW TYPE, SIZES AND LOCATIONS.
LiQif AND bR VENTILATION INADEQUATE
IN
GARAGES NCr PEPMITT) TO OPEN INTO
SLEEPING 100M.
PROVIDE SEPARATION
ON ALL WALLS AND CEILINGS ADJACENT TO
LIVING QUARITPS.
SPECIFY _XX)R/INDDW
OPENING FRC ACE,1CAPPORT TN'IO
STAIRWAYS. AND EXITS
90. PROVIDE HANDRAILS AS REQUIRED IN SECTION
3305 W.
.(L/lo floor area -110 square feet min. 92. PROVIDE ' HOUR WALLS FOR STAIR.
except bathroom). WELL.
63. PROVIDE VERTICAL 93. INDICATE - MAXflv1UM RISE
CLEARANCE AND
___
AND MINIMUM RUN ON
HORIZONTAL CLEARANCE FROM RANGE. TOP STAIR.
TO COMBUSTIBLES.
643NDICATE ATTIC SCUrTLE (22"x30" MIN.)
PROVIDE DRAFT SEPARATION FOR ATTIC 95. PROVIDE J3I½LCONY RAILING AT 42 "MINIMUM
AREA IN EXCESS OF 2500 SQ, FT. HEIGHT. 36" O.K. For Single Family Units.
SEPARATE AREA BEIWEEN DROPPED CEILING 96. PROVIDE INTERMEDIATE RAILS @ 9" O.C. OR
AND FL(X)R ABOVE TO. 1000 SQ. FT. MAX. EQUIVALENT FOR OPEN TYPE IWLDNY & STAIR RAILS.
67....SPEcIFY STALL SHOWER 1,11N.. WIIYTII 30" 97. INDICATE 6' 6" MINIMUM 11E7\D1X)M CLEARANCE
MINIMUM FLCOR AREA 900 SO.- INCJS. ABOVE ' ' STAIRWAY.
68.....SPECIFY WAIL FINISh! IN S!10NER AREA 98. 'ShOW STAIRWAY CONSTRUCI'T.ON DETAILS.
NOT '10 BE ADVEI.5ELY Arr'EcrlD BY
MOISTURE 'K) 6' ABOVE THE' FI.X)R, AND
PROVIDE SIIA'lTERPrOOF IXORS. .00. OCCUPANT LOAD OF REQUIRES
69...WAa'ER CWET AREA MINIMUM WIDTH TO EXITS FROM
.01. PrOVIDE LiGiTS OVER STAI1)AVS AND PUBLIC
70.SHOW MATERIAL TO BE USED UNDER CORRIDORS.
TILE. 3 .02. SnOW Cfl7\N(-E IN t'LOGR LEVFL AT DOO<S
71. OPENINGS CLOSER THAN 1" MAX. Sec. 3303h.
'10 1'!OI1II1'Y LINE' ShALL BE OF
HOUR cns'rnucri:o.
102a SHOW HANDRAIL EXTENDING 6" BEYOND
THE TOP & BOTTOM RISERS & TERMINA-
TING IN A POST OR SAFETY TERMINAL
Sec. 33050).
ACCESS
LOCATION
CONBUSTION AIR
VENTING
F. RETURN AIR
DUCTS
LADDER & LIGHT
.H. ENGINEER'S
CALCS FOR
-ROOF LOADS.
117. INDICATE LOCATION & TYPE OF FIRE
DAMPERS.
HAVE. DESIGNER SIGN AND DATE PLANS.
10 A
4.
A
PLUMBING
103. INDICATE LOCATION OF WATER HEATER.
104 SHOW TEMPERATURE AND PRESSURE RELIEF
VALVES ON WATER HEATERS WITH DISCHARGE
LINES TO OUTSIDE. SEC. 1007
WATER HEATER NOT TO BE LOCATED IN BATHRM
OR UNDER STAIRWAY OR LANDING.
PROVIDE SQUARE INCHES.
OF VENTILATION AT TOP AND BOTTOM
OF WATER HEATER. ..
SHOW WATER HEATER ON 18 INCH
PLATFORM.
PROVIDE WATER PRESSURE REGULATOR.
SECTION 1007(B).
INDICATE MATERIAL TO BE USED AND
LOCATION OF SEWER LINE. (IF V.C.P.
USE FLEXIBLE COMPRESSION JOINTS
ONLY.)
SHOW TWO WAY CLEAN OUT IN YARD BOX
WITH 5' OF BUILDING.
ELECTRIAL
PROVIDE MINUMUM 100 AMP. SERVICE.
CONDOS REQUIRE 100 AMP. PANEL
FOR EACH UNIT.
SHOW METER AND PANEL LOCATION.
113a. SHOW FIRE WARNINGS SYSTEMS CENTERED
OVERSTRIRS. SECTION 1310
MrCWtJTCM
INDICATE FURNACE SIZE, LOCATIONS &
RIGISTERS AND RETURN AIR. (SIZE)
INDICATE HEATING EQUIPMENT IN ACCORD-
ANCE WITH CHAPTER 7 OF UNIFORM HOUSING
CODE.
SPECIFY AIR CONDITIONING
AND VENTW
CODE.
EQUIPMENT. INSTALLA-
TIONS TO WITH THE UNIFORM
MECHANIC
ELECTRIC.
1975 N.E.C.
1. GROUND-FAULT PROTECTION REQUIRED FOR
OUTDOOR AND BATHROOM RECEPTACLES 210-8.
Z. Al LLMSI UNt KU.,LIIUML MALL iL INSLI-\LLLU
OUTDOORS AND GARAGES. 210-25b
CORRECT ELECTRIC AS SHOWN ON FLOOR PLAN.
UNRfl'D SERVICE IS REQUIRED. SHOW ON PLANS.cLdI.4,
MISCELLANEOUS ITEMS
BORED HOLES AND NOTCHING, SHOW DETAILS
AS PER SECTION 2518, (F), 10, 11.
PROVIDE SQ. FT. AREAS OF THE FOLLOWING:
LIVING
GARAGE
PORCHES A
PATIOS .
BALCONIES (1
GLASS____________________
INSULATION REQUIREMENTS:
SHOW 6" INSULATION IN CEILI.NGS.(R-19)
SHOW lx BLOCK FOR INSULATION STOP AT
VENTS.
SHOW 4" INSULATION IN WALLS.(R-11)
SHOW EXTERIOR DOORS WEATHERSTRIPED.
PLACE THE FOLLOWING NOTE ON PLANS:
THESE PLANS COMPLY WITH THE
REQUIREMENTS OF THE CALIFORNIA
NOISE INSULATION STANDARDS.
SIGNED
DATE
TITLE
SHOW DETAILS OF PARTY WALL AND FLOOR
SYSTEM AND S.T.C. OR I.C.C. RATING
OF EACH.
Aff vvpef
CHECKEJZ???
(DATE)
RECHECKED LP' c 77
(DATE)
THE FOREGOING CORRECTIONS HAVE BEEN MADE
AND ARE UNDERSTOOD BY THE UNDERSIGNED:
OWNER - OR HIS AUTHORIZED AGENT
s:k3
/4
/f97 T
c 2 7 I q
•
•
g 1 C, TT
• 29/
INTERDEPARTMENTAL INFORMATION SHEET !D~ :C E I V E D
LDING DEPARTMENT
'...DING ADDRESS /37
CITY OF CAR LSBAD
WIMP Denrtmnt
PLANNING DEPARTMENT I&fM
LOT SIZE LOT WIDTH-
UNITS PROVIDED _ALLOWED / PR KG. SPACES _____REQ.______ PROVIDED____
% OF COVERAGE _ALLOWED— _BLDG. HEIGHT _ ALLOWED _________
FRONT SETBACK _SIDE YARD _REAR YARD _ INTRUSIONS_________
ONMENTAL PROTECTION REQ'TS. .
TIOAL COMMENTS__. - 4_~, ____________
DATE
LANDSCAPE PLAN Al ____________
I
PANCY 4117 DATE
ENGINEERINGDEPARTMENT
R.O.W._INDUSTRIAL WASTE 74_
MP ROV EM E NTS SEWER CONNECTION
D{IVEWAY JUCATIONS _GRADING PERMITd'
S EM E R Al N AGE /..t Scc, (j
fr-
DESCRIPTIO
)NAL COMMEN
Sc&
ERMIT _Ft DATE 1 OCCUPANCY 1ALf211DATE 1<-/--- 7
'ARTMENT
ING SYSTEM
OTECTION EQUIPMENT FIRE ALARMS____________________
1YD RANTS LOCATION
ONAL COMMENTS
PERMIT_________
"TMENT
N)
N COMMENT
Q.
JE,P MIT
IT TO PLANNING -
TIIRI\IIn TC P1 rc
ATE OCCUPANCY _DATE
CAR LSBA OLIVEN HAl I _SAN MA
OCCUPA' ATE
SENT TcNG. DEPT.
Pr-Tl IP1IIfl TC 01 P flIDT
- - ---- Property Development
By
Registered Civil Engineer
JOHN E. VERNON
2860 Calmar Drive
Escondido, Calif. 92025
(7.14) 745-8882
BUILDERS UNLI MITED 1'-/1/77
513 Vista Way
Oceanside, California
92054.
FOUND:'iT±ON 301L3 RPOLT
This is to certify that I h.ve made a soils investigation
1510, 1520, and 1530 Magnolia Ave. in the City of
C'rlsbad, CA.
The soil is silty sand of good quality and is not detrimentally
expensive. Trees, roots •nd v get'ble rn.tter as well as the
t--)o layer of soil ws remov'd to firm 'nateril -ind replced
with compacted fill. Fill m-teriei was ?1ced as shown on the
tt cried sketch and was como cd to .-it least 90% of m-.ximu.r
i.ry density per -STM D1556 and D1557(metod A).
No unusual conditions were ancountered which wuld nredlude
but1i.ng on the lots as gradd.
- John E . SkRN0N
RC 1lll
Surveys - Tentative and Parcel Maps - Percolation Tests - Soil Tests and Reports
Grading Plans - Improvement Plans - Engineering Calculations
----.--- -..-- -. -- __.__.. _-- •.-.--- .-,- ---. - -.- - - - - -. -.--
'i
7;0:M Ed1VED
MAR 14197
Certification of FILL Cnmpct Ion for Grading Work Authorised by a
Gradthg Permit issued by the Department of LUtR
CITY OF CARLSAD Project IjI!ation. 4i&'pIL4 4'e. . Nwau uI Pereill to'. Ruikling Depatt.mët C.
,7CA1
Grading Permit No.
1 Is report fdrm f a "minor" grading prbje t is to be completed and signed by the Registered Civil Engineer (or Architect) who has een designated on the Grading Plan and Permit as the Engineer who will furnish the compaction report for work authorized by a grading permit issued by the Dept. of Land Use and Environrnts1 Regulation.
The intent of'the format is to provide information to the Department of L.U.E.R. as to grading copliance wtfh the approved Grading PJan and Permit. Where the questions below refer to location, configuration or quantity
- - of cut and/or fill areas, it is understood that your response will not normally be based on an actual land sur'ey or detailed earthwork quantity calculations. It should be noted, however, that the Department is particularly concerned where there are possible Infractions with respect to oversteepened slopes, encroachments of required setbacks, uncmpacted rills placed, or where the quantity of fill placed differs substantially from that authorized.
The Department of L.IJ.E.R. requires that all fills authorized by a Grading Permit be cozpccted to a
minimum of 90Y of maximum density with the exception that not more than 12' of uneanpected and untested fil Is nay be dispersed over the land parcel.. The need I:, crnpaet all. 1:1 1.19 that are h'eyond the present Limits of the present proposed construction is to Insure that future proposud construction of room additions or swimming pools or similar structures will: not require that uneompacted fills be removed or recompacted, or that extensive foundation work' be installed.
- 4.
Gorrpaction reports wiLl not he accepted unless this form is completed and signed by the registered person.
A. COMPATIBILITY WITH GRADING PLAN AND PERMIT
1. Was the np4ôti1 Fill placed .only in the approximate iooattorie desiiiated on the grading Yea No - plan as areas to be filled? * A/c, OAZOWIA-140
2. Did the quantity of fill material placed approximately conform to the grading plan? Yes Yea fr "No -
3. Does the toe or fill or the top of cut appear to encruacV within the pieseribed setback
(1.5' lor fLU; 3.0' for cuts)? S Yes No
4. Were the finished fill i).opes steeper tian 2 horizontal to I vertical? Yes No
S. If the fill material was obtained by cuts on the site, were the cuts made in the proper location and to the proper slope approximately as shown on the approved grading plan? .4 Yea
6. Were hrot ditches constructed approximately as shown on the grading plan? Yes No -
B. WCATION AND AMOUNT or COMPAC'['ION TESTS
I. have you attacheAl u sketch and data showing the Loatton and re1at1'.e elovatioll ('or all compact ion tests? Yea NI
-
Was a compaction test rnado sr, that there is at least one test in each 2' thick lens of compacted. material? Yea No
.s indicated by inspections, observations and compaction test results, as the fill, excluding the top UO'. cmtpactcil to at: Least 901 of iiaxfiiuon dry density: Yes No -
C. QUALITY OF FILL COMPACTION OPERATION
-
I. Was the area to receive tilL properly prepared in terms of !rush removal, benching, wetting, removal of noncqmpactod fill or debris and related items? Yea
Does the fill contain'derrimentally expansive aoiJ within 3' of finish grade? Yea :
Have you attached a copy of your curve showing the relationship between optimum moisture content and maximum density? Yes No -
Were any .bdulders or other oversize (over 12") pprticles placed in the fill? Yes No
S. If your answer to (4) above is yes, is any portio,pbf this fill not suitable for support
of structures? Yes - No -
6. Were there any areas on the site that appeared to h&v.e existing fills that were not re-
compacted during the operation that is basis for t)p;s report?
Yes No ACV . 81475
15 Poz
61 114i9
D. STATISTICAL DATA
Dates the rading workwas performed: IA9,
Dates your iepreaentatfve was on site and number of hours ryn site for each date, and name of representative:
S. Did a Registered Engineer visit the site during or subsequent to the completion of the
grading operation? Yes
4. Did youperform any testing services on this project prior to ascertaining that a valid '
grading permit had been issued for the work? Yes No
E. AS-BUILT DATA . •. .
If the flu placement was. not in aecordanc wit/ the apprved grading plan, did you notify
the permittee to obtain approval for de v tb from t plan before proceeding with
additional fill, placement? . .
.
Yes - No
If the approved grading plan does no re t th a 4a1 location, depth and type of fill,
have you submitted for review and a proval an as-built plan? Yes No
CERTIFICATION .
certify, under penalty of perjury, that the information provided in this certification
the best of my knowledge and belief.
Signatur Date
(To r;at Registered Engineer or Atect) '!
LJ Io C 21121 Registration or Certificati.ii NIUIIhCL
CIO \_
Address 42
Telephone Number
REMARKS: - 4' .7
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accu-test Soil 1MoP\toPy IncoPpoateO
ts
I
QOCf
SOILS ENGINEERING FEASIBILITY STUDY
FOR
PROPOSED RESIDENTIAL DEVELOPMENT
1510-20-30 MAGNOLIA AVENUE,
CARLSBAD, CALIFORNIA
JOB #F-3932-77
January 26, 1977
PREPARED FOR:
Builders Unlimited, Inc.
513 Vista Way
Oceanside, CA
1824 EAST BALL ROAD • LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
ccu-test Soil tMoPatopy IncoppopateO
#F-3932-77
January26, 1977
TO: 'Builders Unlimited, Inc.
513 Vista Way
Oceanside, CA
FROM: Accu-Test Soil Laboratory, Inc.
SUBJECT: Preliminary Soil'Analysis and Engineering Feasibility
Study for Proposed Residential Development, 1510-20-30
Magnolia Avenue, Carlsbad, CA.
INTRODUCTION
Introductory Statement
This investigation was undertaken for Builders Unlimited, Inc. in
order to determine the characteristics of the soils affecting the gross
stability of the property, and to present our opinion on the' suitability
of the property and the engineering feasibility pertinent to the proposed
residential development of Carlsbad, CA.
Principals
Planner:
Soils Engrieer:
Builders Unlimited, Inc.
.513 Vista Way
Oceanside, CA
Acóu-Test Soil Laboratory, Inc.
1824 East Ball Road
Anaheim, CA 92805
1824 EAST BALL ROAD LOS 'ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
accu-test Soil 1MoP\toPy IflCoPpot€O
#F-3932-77 -2-
PROPOSED DEVELOPMENT
Acreage:
Number of Lots:
Type of Development:
Adjoining the Site:
Existing Condition of Site:
Sewage. Disposal:
Access to Development:
Approximately 1.5 Acres
3Lots
Residential
N' ly---Nürsery
S 'ly--Residential
E'ly--Vacant, school, Magnolia Ave.
W ly--Greenhouses
Fruit trees and old greenhouse,
old shed on corner
Municipal
Magnolia Avenue
PHYSIERAPHIC SETTING
Average natural slope:
Vegetation:
Infiltration:
Erosion Hazard:
Drainage:
4:1
Grasses, weeds, fruit trees
Moderate
LOW
Northerly
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-41 15-
accu-test Soil LBoPtoQy IncoppopateO
4,4 #F-3932-77 -3-
UNDERLYING EARTH MATERIALS
The soils on the site consist of a formation of light reddish-
brown fine to medii sands, slightly moist and dense to a depth of
approximately eight feet, underlain by dark reddish-brown fine to medium
clayey sands, slightly moist and dense, to the end of our boring at
a maximum depth of 18 feet. No groundwater was encountered. A more
detailed description of the earth materials is depicted on the Log of
Boring Sheets.
EXPANSION CHARACTERISTICS
Buildings on adjoining properties, streets, walks and curbs show slight
evidence of expansive soil. Shrinkage in the earth materials was slightly
observed, indicating the nature of the surface soils as low expansive.
The results of loaded swell tests performed on remolded samples of
typical on-site material indicate the soils as low expansive.
SUMMARY AND RECOMMENDATIONS
Site Preparations
A. All heavy vegetation and debris in the building, pavement or fill
areas should be removed to avoid organic decay, and the cavities created
brought to grade with properly compacted material. Any obstructions
that are revealed during grading operations, along with the above mentioned
obstructions, should be removed and the cavity created brc5ught to grade
with can-acted material. These materials should be legally disposed of
off the site before new construction is initiated.
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
ccu-test Soil LaL3op\topy 1ncopopateO
#F-3932-77 -4-
Soil, colluvium, alluvium, or rock materials determined by the Soils
Engineer as being unsuitable for placement in compacted fills shall be
removed and wasted from the site. Any material incorporated as 'a part
of a compacted fill must be approved by the Soils Engineer.
Compacted Fills
A. Any material imported or excavated on the property may be utilized
in the fill, provided each material has been determined to be suitable
by the Soils Engineer. Roots, tree branches, and other matter missed
during clearing, shall be removed from the fill as directed by the Soils
Engineer. B. Imported soil for fill shall be clean, nonexpansive,
granular material approved by the Soils Engineer or his representative.
Prior to placing fill, the ground surface to receive fill shall be
scarified to a depth of 12 inches, watered or aerated to near optimum
moisture content and recaipacted to 90% of the maximum dry density
obtained by test method ASTh Des: D155770, Method A (see Maximum Density/Optimum
Moisture Determination Sheet).
Material used in the canpacting process shall be evenly spread,
watered, processed, and compacted in thin lifts not to exceed 8 inches
in -thickness to obtain a uniformly dense layer. The fill shall be
placed and compacted on a horizontal plane unless otherwise approved by
the' Soils Engineer.
Each layer shall be compacted to 90% of the maximum density obtained
by ASThI Des: D-1557-70, Method A (five layers). If the moisture content
or relative density varies from that required by the Soils Engineer, the
1824 EAST BALL ROAD . LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
ccu-test Soil LaBoPi\topy IncopopteO
#F-3932-77 --5-
contractor will rework the fill until it is approved by the Soils Engineer.
Grading Control
All cleanout, processed ground to receive fill, key excavations,
sutdrains, and rock disposal must be inspected and approved by the Soils
Engineer prior to placing any fill. It shall be the contractor's
responsibility to notify the Soils Engineer when such areas are ready
for inspection.
Inspection of the fill placement shall be provided by the Soils
Engineer during the process of grading.
Drainage .
An adequate drainage system should be designed to carry . all the water
away from the building area.
Utility Trenches
No problems are anticipated in the excavation of the utility trenches,
which shall be backfilled with clean and approved granular non-expansive
soils. These soils shall be brought, up in level six inches lifts after
properly bedded in the utility and .compacted to 90% of the maximum dry
density and tested.
1824 EAST BALL ROAD . LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 . . CALL TOLL FREE (800) 422-4115
. ccu-test Soit b3oPatoPy IncoppopteO
#F-3932--77 . -6
-
SUMMARY OF CONCLUSIONS AND RECOMMENDATIONS
Bearing Capacity
It has been established by using a safety factor of three that
footings may be designed having a bearing value of 2.1 kips per.
square foot for the total of dead loads and frequently applied
live loads.
Maximum Settlement 0.3"
Lateral Load Design (Natural Soil)
Active Case
Passive Case
*y be increased by 33 1/3% for
seismic and wind loads
Coefficient of Friction
Settlement of Underlying (Natural Soil)
Shrinkage
Expansion of (Natural Soil)
36 p.s.f.
300 p.s.f.
.35
0.2"
_I_i ,10-t 0
Lc (21-SO)
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
accu-test Soil L\BoPtoPy 1ncoppopt€O
#F-3932-77 -6A-
Foundation Des icn
Please refer to Table II Case II.
Maximum Dens ity/Optimum Moisture Determinations
SOIL: Fine to medium sands, trace of clay with 117.5 pounds
per cubic foot maximum density at 10.6% optimum moisture
content.
*Maximum Density acquired through compaction method ASTh Des: D-1557-70,
Method A, (five layers, 25 blows per layer with a 10 pound haniner, 18
inch drop, four inch diameter, 1/30 cubic foot mold).
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714)635-2295 CALL TOLL FREE 18001 422-4115
\ccu-test Soil encInePinQ Consultants
TABLE .11
#F-3932-77 -7-
C Minimum Requirements of Expansive Soils SOIL GARAGE
TUNDATIONS SLAB ON GRADE A MOISTURE SLAB
S CONTROL TREATMENT -
E Reinforcing Thicknesses Reinforcing
• None 4' Concrete Conven- None Required Conventional
I X, Required 2" ' Sand tional Construction
6 mil Plastic
sheet
4" Sand
81
= None Same as above 6x6-10/10 Presaturate to Presaturation not
II Required 0 Wire Mesh 25% above opti- required. Plastic
-
• to 2x2' •. mum moisture vapo barrier. not
content 8" below required. Provide 0
144 Bar Same as above 6x6-10/10 Slab Subgrade. positive separatiol
cD LO o Top & Wire Mesh at slab to footing
Bottom • joint & fill with
C"I 0 • 1/4" bituminous
• joint filler.
0
- -
- 1-44 Bar 4 Concrete 6x6-10/10 Presaturate to Same as Above
• • Top & • 2" Sand Wire Mesh 25% above opti-
Bottom 10 mil Plastic mum moisure
sheet content 12" below
0 4" Sand Slab Subgrade
co
El
_!_ ___0 •_____
0
______ ______
244 Bars Same as above 6x6-10/10 Presaturate to Same as Above Top & Wire Mesh 25% above opti- Bottom mum moisture
content 16"
'H W below Slab Sub-
IV
0
0
V) grade
bOoZ
60
-H 0 0
—
V
0Special
CRITICALLY EXPANSIVE - 12% and over.
—
design for individual circumstances by soil engineer
-- ----
1Z4 h. BALL RD. w ANAHEIM, CALIFORNIA 92805 0 (714) 635-2297 • PERRIS (714) 657-4022 0 RIVERSIDE (714) 682-7782
\ccu-test Soil Lu3oP\torzy IncoPpoQat€O
4 #F-3932-77 -8-
L1'BORATORY TESTS
Soils were classified visually,, texturally and by mechanical
analysis. Visual classification was performed according to the Unified
Soil Classification System. Moisture determinations were performed on
every sample lot., and . unit weight determinations were performed on every
undisturbed sample lot. Results of density and moisture contents, along,
with soil classifications, are shown on the Logs of Borings attached.
The laboratory tests results, which have been performed on all the samples
of the borings, are considered to be representative of the soils under-
lying the site.
Direct shear tests were performed on selected undisturbed samples
in order to determine the shear strength of the soils. These tests
were performed at increased moisture contents and at various surcharge
pressures in order to simulate adverse field conditions. The yield point
values determined from the shear tests are presented on the attached
Direct Shear Test Data.
Confined Consolidated Tests were performed on undisturbed samples
- . in order to establish the compressibility of the soil. Water was
added at an axial load of 1300 pounds per square foot in order to simulate
the effect of moisture on the cairessibility. The maximum load applied
was 5200 pounds per Pquare foot. Compressibility within the zone of
significant stress of all soils was investigated and the results were
considered in our engineering judgements. Graphic plots of the Load
Consolidation Tests are included in this report.
1824 EAST BALL ROAD ' LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE)800) 422-4115
accu-test SOIL taoPMoPy IncopoateO
#F-3932-77 S
Expansive soil conditions were evaluated on the site. Representative
samples of the soils near pad grade were recovered for classification
and expansion testing.
Expansion tests were performed on remolded samples in accordance to
the A.S.C.E. Expansion Index Test Method and as referenced in the 1973
Uniform'Building Code.
In order to determine the maximum density of the soil, which
established the compaction required during grading and baàkfilling,
maximum density tests were performed on representative samples of the
upper soils. The compaction method used was ASTh Des: D-1557-70,
Method A, (five layers, 25 blows per layer, ten pound harrrner, 18 inch
drop, four inch diameter, 1/30 cubic foot mold).
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 • CALL TOLL FREE (800) 422-4115
2ccu-test Soi1 L oitoy IncoRpopteO
#F-3932-77 -10-
FIELD EXPLORATIONS
Boring Procedures
Our investigation included a site inspection and the drilling
of three exploratory borings to a maximum depth of 18 feet. All were drilled
using a truck-mounted, continuous flight, six inch power auger. This
investigation was initiated on January 25, 1977.
Sampling
Soils encountered were continuously logged by our Geologist.
Undisturbed ring samples were obtained by split spoon sampler and transported
to .our laboratory in moisture sealed containers to ensure environmental
conditions for controlled laboratory analyses.
Undisturbed ring samples were acquired for shear, consolidation,
expansion, and density testing. Disturbed bulk samples which are beneficial
in establishing characteristics of typical material when used as compacted
fill, were also obtained.
Standard Penetration Test
A bulk sample was also acquired through the Standard Penetration
Test which is made by dropping a harrnier weighing 140 pounds onto the
standard drill rod from a height of 30 inches in free fall. The N
(number of blows) necessary to produce a penetration of one foot is
regarded as the penetration resistance which assists in computing the
bearing value.
1824 EAST BALL ROAD LOS ANGELES.RIVERIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
accu-test Soil 1i3ot012y. lncOppopxteO
#F-3932-77 -11-
CONCLUSION
It is our opinion that the subject site is considered stable and
suited for the proposed residential develont.
It is our opinion, providing the recommendations presented in this
report are incorporated in the design and construction of the proposed
project, that a satisfactory residential development can be constructed
on the property investigated. Our laboratory tests on the samples of
the materials encountered confirm the adequacy of the soils to support
construction of the proposed structure on the site.
Our services consist of professional opinions and recommendations
made in accordance with generally accepted soil, geologic, and foundation
engineering principles and practices. This. warranty is in lieu of all
other warranties either expressed or implied.
Unanticipated soil conditions are commonly encountered and cannot
be fully determined by taking soil samples or performing test borings,
and frequently require that additional expenditures be made to attain a
properly constructed project.
We are responsible for the conclusions and opinions contained in
this report based on the data relating only to the specific project and
location discussed ..erein. In the event conclusions or recommendations
based on these data are made by others, such conclusions or.recamiendations
are not our responsibility unless we have been given an opportunity to
review and concur in such conclusions or recommendations in writing.
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92,805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
accu-test Soil. tL\t3oP\topV IncoppopteO
In the event that any changes in the design or location of the
buildings as outlined in this report are planned, our conclusions and
recormndations shall not be considered valid unless the changes are
reviewed and our conclusions modified or approved in writing by us.
The analyses and recaimendations sutmitted in this report are based
upon the data frcrri the exploratory borings performed at the locations
indicated on the site plan. This report does not reflect any variations
which may occur between these borings. The nature and extent of variations'
between the borings may not become evident until the course of construction.
If variations then appear, it will be necessary for a re-evaluation of our
recarrnendations to be made after performing on-site observations
during the construction 'period and noting the nature of any variations.
This opportunity to be of service is sincerely appreciated. If you
have any questions, please feel free to call us. We will be happy to
extend our services to solve any soils or foundation .problems that may
develop during design or construction of your project.
Respectfully submitted,
ACCU-TEST SOIL LABORATORY, INC.
LUNG W. 9ST'R. C. E. 26237 President
1824 EAST BALL ROAD
ANAHEIM, CALIFORNIA 92805 (714) 635-2295
LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
CALL TOLL FREE (800) 422-4115
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1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115
\ccu-test Soil L\BoP\toPy 1ncoppopteO
#F-3932-77 -14-
Job Number.
Date
LOG OF BORING #1
6
-
E 6
c
o
E
E
-a
°-
E (2>.
0 Undisturbed Ring Sample
Disturbed Bulk Sample
4 Standard Penetration Sample
S
-. DESCRIPTION
115.6
110.2
99.7
5.1
8.3
9.1
94
26
39
41
•
IS
25
sp
Light reddish-brown fine to medium sands,
moist and moderately dense, trace of
clay.
-
-
./ 7/
'3C
Dark reddish-brown fine to medium clayey
sands, moist and dense.
-
/
,
Dark reddish-brown fine to medium. sandy
clays, moist and vary dense.
- 1. 0. B.
No groundwater was encountered.
- -
-
20-
-
1824 E. BALL RD. • ANAHEIM. CALIFORNIA 92805 • (714) 635-2295
\ccu-test Soit L\L3oPatoQy IilCOPpoptcO
#F-3932-77 -15-
Job Number.
Date
LOG OF BORING
>..
a LL
'6
CL :E
o
co
E
U0
2 E
Ln
-
0 Undisturbed Ring Sample
Disturbed Bulk Sample
Standard Penetration Sample
DESCRIPTION
116.1
116.5
112.3
3.3
4.1
3.9
5.4.
31
39
44
0
• 10
20
25
Sp
tight reddish-brown fine to medium sands,
slightly mist and iroderately dense.
-
5-
-
4 7
--;/
-/
-7
-4
-/
—/.
Sc Dark reddish-brown fine to medium clayey
sands, slightly mist and dense.
E.O.B.
NO groundwater was encountered.
-
-
-
1824 E. BALL RD. • ANAHEIM, CALIFORNIA 92805 • (714) 635-2295
\ccu-test Soil L\t3oRL\toQy IncopoteO
led •4d #F-3932--77
Job Number.
Date
LOG OF BORING #3
o
LI
>.
•
>-t,
n
.- C
c
0
0
p -
2 E
Undisturbed Ring Sample
9 Disturbed BLilk Sample
Standard Penetration Sample
DESCRIPTION
•
114.8
•
111.7
•
10.1
9.7
'1-
24
29
.25-
•
20
5—j.sp
-
Light reddish-brown fine to medium sands,
very moist'and moderately dense.
-
-
-
>
—i
-
SIC
Dark reddish-brown fine to medium clayey
sands, s1iqht1yrist and dense.
E.O.B.
No groundwater was encountered.
•
'1 0 -
-
-
—
1824 E. BALL RD. . ANAHEIM, CALIFORNIA 92805 • (714) 635-2295
#F-3932--77 -17-
MAJOR DIVISIONS GROUP TYPICAL NAMES SYMBOLS
:ôc 13w Well graded grovels, gravel - said mixtures
CLEAN 0°5'oo little or no fines.
GRAVELS (Little or no fines ) GP I Poorly graded grovels or gravel-sand mixtures,
GRAVELS little or no fines.
(More than 50% of
Coarse fraction is
LARGER than the GM Silty gravels grovel sand- sill mixtures No. 4 sieve size) GRAVELS
- WITH FINES
COARSE (Appreciable amt.
of fines) GC Clayey gravels, gravel -sand -cloy mixtures.
GRAINED
SOILS
(More than 50% of ::..: SW Well graded sands-, gravelly sands, little or material is LARGER . ....:. no fines. than No. 200 sieve CLEAN SANDS size) (Little or no fines ) Poorly graded sands or grovelly sands , little SANDS .:.::i or no fines.
(More than 50 "6 of
coarse fraction is
SMALLER thón the SM Silly sands, sand -silt mixtures. No. 4 sieve size) SANDS
WITH FINES
(Appreciable amt.
of fines) SC Clayey sands, sand-clay mixtures.
T - Inorganic silts and very fine sands, rock flour, ML silty or clayey fine sands or clayey silts
-
with slight plasticity .
SILTS AND CLAYS Inorganic clays of low to medium plosticily,
(Liquid limit LESS than so) CL
-
gravelly clays sandy clays, silly clays, lean
cloys.
OL Organic silts and organic silly clays of low FINE .
GRAINED
plasticity
SOILS
(More than 50% of MH Inorganic sills, micoceous or diatomoceous material is SMALLER fine sandy or Silty soils elastic Silts. than Na. 200 sieve
size) -
SILTS AND CLAYS
(Liquid limit GREATER than 50) CH Inorganic clays of high plasticity, tot cloys.
Organic clays of medium to high plasticity , organic sills.
HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils.
BOUNDARY CLASSIFICATIONS: Soils possessing characteristics of two groups are designated by
combinations of group symbols. -
P A R T I C L E SIZE LIMITS
SILT OR CLAY .
SAND GRAVEL
COBBLES I BOULDERS FivE "(OiUM COARSE FiNE COARSE
NU.UO NO. 40 140.10 NO.4 'n. x. (IZ,nj U.S. STANDARD SiEVE SIZE
UNIFIED SOIL CLASSIFICATION SYSTEM
The Unified Soil Classification System, Corps 0!
. Engineers. U S Army Technical Memorandum No 3-357,
Vol I, March, 1953. (Revised Apr ,i, 160) \c.c.ti-t.sr. Soil 1MO\t.OQV I11COPpOI?\tE1
accu-test Soil Latotopy IncoppopatcO
#F-3932-77
CONSOLIDATION CURVES
LOAD IN KIPS PER SQUARE FOOT
0 03 0.4 0 5 0.6 07 0.8 0.9 L 1. 5 2.0 3.0 4.0 5.0 6.0 7.0 8.0
1 Boring 1
1 ____ Water lidded 3' Depth
. I • -- - S - -
2 REBOUND
Co
-_,-_- -
C/D
- -
. 3
0
4
0..
0
z
0 0 Boring. 2
De pth 6'
___-- ------ __ ---- __
O
Water Added
coo 3 REBOUqD
4 -- __
5
__--
6
O Indicates percent consolidation at field moisture .
Indicates percent consolidation after saturation
1824 E. BALL RD. 0 ANAHEIM, CALIFORNIA 92805 0 (714) 635-2297 • PERRIS (714) 657-4022 0 RIVERSIDE (714) 6827782
S accu-test Soil €nIneeQinQ Cbnsultants
#F-3932-77 -19-
SHEAR STRENGTH in -Pounds per Square Foot
30(
2500
2003
1500
.1000
500
0
/
VALUES USED IN AN LYS ' 2@6'
2@
SAMPLE BOF NG & DEPTh F.)
0 500 1000 11500 2000 2500 3O))
• 0 Tests at field moisture content
0-Tests at increased moisture content
C=55 S
35 degrees S DIRECT SHEAR TEST DATA
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM. CA 92806 17141 635.2296 CALL TOLL FREE 18001 422-4115
accu-test Soil tL3oPtoPy IncopoateO
Poo-
#F-3932-77 -20-
EXPANSION INDEX TEST RESULTS
B. H. Sample Expansion Potential
No. Depth Index Value Expansion
1 3feet 34 Low
2 6feet 48 Low
Expansive soil conditions were evaluated for the subject lot.
Representative samples were recovered near pad grade for class
ificationand expansion testing.
Expansion tests were performed in accordance with Uniform
Building Code Standard No. 29-2. Based on recommendations
of the Los Angeles Section ISCE Soil Ccmiuittee.
Criteria for Evaluation; Table No. 29-C
Expansion Index
0-20
21-50
51-90
91-130
Above 130
Potential Expansion
Very Low
Low
Medium
High
Very High
1824 EAST BALL ROAD LOS ANGELES-RIVERSIDE-SAN DIEGO AREAS
ANAHEIM, CALIFORNIA 92805 (714) 635-2295 CALL TOLL FREE (800) 422-4115