HomeMy WebLinkAbout2906 CANDIL PL; ; 85-742; Permit!UE3i|ciav — ^uid jossassw —
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City of CarlstsRt
1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525
MISCELLANEOUS
RECEIPT
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PHONE ^/^' 727-^/2^
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7ELLANEOUS FEE RECEIPT
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•WARNING: PLAN CHECK FEES, WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN Ifl0 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
FORFEITED TO THE CITY.
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,Wtt.a---.App»canl; Yellow-* FWe r^ Assssor
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSONL
CONTACT TELEPHONE:.
85-742 DATE: 3-2-87
2906 C«ndll PI
UNIT NUMBER:
sfd NUMBER OF UNITS:
PHASE NO.
1
Hughes
727-4125
INSPECTED
BY;
INSPECTED
BY:j
INSPECTEDBY:
ail dept
DATE
INSPECTED:
DATE
INSPECTED:
PATE
INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS:
V /•#rx1 y
STS
R«v.1fB8 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: PlannFng GOLD: Fire
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FINAL BUILDINCi INSPECTION
%* *
PLAN CHECK NUMBER:
PROJECT NAME:
ADDRESS;
PROJECT NO.:
TYPE OF UNIT:
35-742
. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities RNK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
•r PLAN CHECK NUMBER;
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPE OF UNIT:
CONTACT PERSON:"
CONTACT tPI PPHQNP-
85-742 DATE: 3-2-87
2906 Candil Pi
UNIT NUMBER:
sfd •UMBER OF UNITS:
PHASE NO.:
Hughes
f 'all dept
INSPECEDBY:DATE
INSPECTED:
INSPEBY-DATE
INSPECTED: ^4
INSPECTED
BY::
DATE
INSPECTED:
APPROVED
.
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
,
r > ^COMMENTS:
Costa ReaiMumctoal water DistrictEngineering Department
1619)438-3367 ~
MAR 091997
c REAL
nnr.DLAi WATER DISTRJCJ
Rev. 1/86 WHITE: SUspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 5601468
DATE: / " Z9 - 8t* _„ BAPPLICANT
.q Q JURISDICTION
JURISDICTION: C^AtiLSAAG Q PLAN CHECKER
QFILE COPY
PLAN CHECK NO: & £*~ ?*/2 HZ* DUPS
^DESIGNER
PROJECT ADDRESS: '* ^ *"*
PROJECT NAME:
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-
I I cies identified ; are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
|| identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
[| copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
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:
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: _ /f^
Date contacted: J/~~2.9-'8& Telephone # _ b/At>te —
REMARKS :
/-
BY; ^L^*~^ C (Zst44+~€<^ ENCL:
ES"GIL CORPORATIO1
7
4,*"
Table 17. Notes for Tables 1 through 16, Page 1 of 4
LEGEND: NR - Not required, N/A - Not applicable, REQ - Required.
*MIN » Minimum efficiencies required by Section 2-5306 of the
regulation. NO - Heating system type not allowed, YES - Heating
system type allowed.
3. Whenever an attic is required, it must cover at least three-quarters
(3/4) of the celling area over conditioned space and be vented.
7. In alternative component packages which require thermal mass (other than
Package A), the specified percentage of mass must be directly exposed to
the conditioned space. To determine the floor area directly exposed to
the conditioned space. To determine the floor area, count only the first
floor in conditioned areas. Uncarpeted first floor areas, such as
linoleum or tiled entry ways, kitchens, bathrooms, and utility closets
may all be counted towards this requirement.
8. Thermal mass required for Packages E,l,2,3 and 4 must be either
equivalent to a slab floor covering one-fourth (25 percent) of the floor
area with a thickness of at least 2 Inches and a volumetric heat capacity
of 28 Btu/ft^ °F (see below for surface area of materials examples) or
provide the minimum total mass capacity listed la Table 17 of Appendix A
(use the Point System to calculate the mass for other materials).
Climate
Zone
7
Slab
Floor Z
15
20
25
4" brick
exposed
one side
21
28
35
Concrete block 90 pcf
block density,
grouted
4"
18
24
30
6"
17
22
28
Concrete block 140 pcf
block density, solid
grouted
4"
14
18
23
6"
13
18
22
11. For Packages 5 and 6 electric resistance and radiant heating systems
shall have two or more separately controlled zones in each dwelling
unit.
ESGIL CORPORATIOiN
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO. CA 92123
(619) 5<iO-1468
DATE:
JURISDICTION:
PLAN CHECK NO,
QAPPLICANT
flJURISDICTION
QPLAN CHECKER
SFILE COPY
UPS
DESIGNER
PROJECT ADDRESS:
PROJECT NAME:
D
D
D
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.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of 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:
D
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil ,staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS:
Telephone #
BY:ENCL
ESGIL CORPORATION
vLf /C.
FLAX CHECK MO.
JURISDICTION:
£5 --T
TO:
-
TELEPHONE IK).
ENCLOSURES:
7 --J
^f
PROJECT ADDRESS:
A , y2
v^ — ~" f *~
PLAN CORRECTION SHEET
FAMTT.T AMD DQPLJOC 1WI1TJ.TMGS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Date initial plan check completed:
Bv.
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 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), 1982 Uniform
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
A. PLANS
£. 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 Corp., 9320 Chesapeake Drive,
Suite #208, San Diego,
California 92123, (619) 560-1468.
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:
The jurisdiction's building
department .
To facilitate rechecking, please identify,
next to each listed item, the sheet of the
plans upon which each correction has been made
and return this check sheet with the revised
plans.
J/. On the title sheet, indicate on plans the
name of the legal owner and name of person
responsible for the preparation of the plans.
5. ] Plans, specifications and calculations
snail be signed by a California state licensed
engineer or architect. (California Business
and Professions Code). OviA, ^S'
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.
Provide a statement on the title sheet of
the plans that this project shall comply with
the editions of the codes as adopted by the
jurisdiction and listed en the attached
supplement sheet. £ *•'* -JZ" /' f"~ &
JX\ Submit fully dimensioned plot plan drawn to
scale showing 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 and approximate finish floor
elevations for all structures and show
elevations at all lot corners. Section 302
(a) 7.
9^ Indicate distance from center-line of
street or alley to property line and distance
from property lines to proposed building.
Section 302 (a) 7.
Projections, including eaves, shall be
one-hour fire- resistive construction, heavy
timber or of non- combustible material if they
project into the 3' setback area from the
property line. Section 1710.
15. Show location of permanently wired smoke
detectors. Section 1210.
W. 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.
BnnM STCTS. LIGHT. VEKnLAIIOH *""
Habitable rooms, other than kitchens,
shall contain at least 70 square feet of floor
area. Section 1207. (b).
16. Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
B. FIBS
10. 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 1709
(a) )•
la. 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 50^ (a) and (b).
IT./ 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, minimum is 1.5 sq. ft. (Section
1205 (a) ).
IS. At least 1/2 of the common wall must be
open and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
2$. Required windows shall not open into a
roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
(20.X Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows are
not provided. Section 1205 (a).
y21. No habitable room, other than a kitchen,
shall be less than 7'0" in any dimension.
Section 1207 (c).
22. Show that ceiling height for habitable
rooms is a minimum of 7*6". Section 1207 (a).
Show ceiling height for laundry rooms,
hallways* corridors, and bathrooms is a minimum
of 7*0". Section 1207 (a).
>«». Provide 30" clear width for water closet
compartments and 24" clearance in front of
water closet. Section 511 (a).
(25^ 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.
f260 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).
"In. 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.
26". 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, and 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.
201. The loft you show does not comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story.
D. POTS. STAIRWAYS. AMP BATT.TIKS
yf. Floors above the second story shall have
not less than 2 exits. Section 3303 (a).
34. 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).
J2. Provide 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be less
than 6". Section 1711.
yl". 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.
34. Provide stairway and landing details.
"Section 3306 (b) & (c).
a. Maximum rise 8" and minimum run is
9".
b. Minimum headroom is 6'6".
c. Minimum width is 30".
'. All handrails shall satisfy the
following:
a. Provide handrail for stairways with 4
or more risers..
to. Handrail shall be 30" to 34" above the
nosing of treads.
C. The hand grip portion of handrail
shall be not less than 1 1/4" nor more
than 2" in cross-sectional dimension.
Section 3306 (j), (see attached).
£0. Every stairway landing shall have a
dimension, measured in the direction of travel,
at least equal to the stairway width. Section
3306 (g).
37. A door may open over a stairway landing
provided the door, in any position, does not
reduce the clear area of the landing in the
direction of stairway travel, to less than one-
half the required width of the stairway.
Section 3306 (g).
38. 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).
39. Provide details of winding stairway.
a. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12
inches from the side of the stairway.
b. Maximum rise is 9 inches.
c. Minimum width is 30 inches. Section
3306 (d).
. Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point
from where the tread is the
narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
Section 3306 (f).
Vi. Spiral stairways may not be used for
required exits when the area served is gre
than MX) sq. ft. Section 3306 (f).
7/sa
'. Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Section 3306 (f).
&£. Provide I.C.6.0. 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 shall be done
under special inspection per the approved
fabrication plans. Section 306 (a) 4B and
Section 306 (f).
y*. 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).
Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (n).
W>. The walls and soffits of the enclosed
usable space under interior stairs shall be
protected on the enclosed side as required for
one-hour fire-resistive construction. Section
3306 (m).
E. ROOFIMG
Specify roof pitch.
46. Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
4^. Specify roof material and application.
^5QJ Specify I.C.B.O. or U.L. approval number
for roof materials not covered in U.B.C., e.g.,
tile, etc.
yf. Specify that wood shakes are pressure
treated Class C (when required by Jurisdiction
Ordinance). Provide I.C.B.O. number.
Se. Specify that the roof system shall be fire
retardant complying with Section 3203 (e).
5a. Specify roof slope for drainage or design
to support accumulated water. Section 3207
(a). 1/V per ft. min. pitch per Section 2511
(d) 6.
Show roof drains and overflows. Section
1207.
Provide skylight details to show
compliance with Sections 3401 and 5207 or
provide I-C.B.O. approval number (4' min.
between plastic skylights).
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 ceiling joists. Section.
3205 (c).
Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Section 3707.
56. Show veneer support and connections comply
with Section 3002, 4, 5, 6, and Section 2515
(a) regarding ties and #9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
j>9. Show height and construction details of
''all masonry walls. Chapter 24.
60. Note that cleanout openings shall be
provided at the bottom of all cells to be grout
filled over 41 in a single pour. Cleanout
shall be sealed before grouting, after
inspection. Section 2415.
6i^ Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal foot or the actual design load,
whichever is greater. Section 2310.
Show how masonry house walls retaining
earth are to be waterproofed. Provide detail.
Mf. Show a minimum 2" air space and flashing
between planter and building walls. Section
2517 (e).
GARAGE AMD CARPORTS
Garage requires one-hour fire protection
on the garage side of walls and ceiling common
to the dwelling. Table 5-B, Section 503 (b).
"""Ns65,. All elements supporting floor above garage
including walls supporting floor joists, to
have one-hour fire-resistive protection on the
garage side. Section 503. Beams and posts,
not within the wall or ceiling construction,
must comply with UBC, Table 43-A, or be minimum
6" wide by 10" depth beam and minimum 8" by 8"
post. /•/»- J/-V/-',:., -^^--^
j&. Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
Section 503 (d).
67\ Garages are not permitted to open into a
room used for sleeping purposes. Section
1104.
68. Openings between carport and residence
require self-closing doors and stationary
windows. Section 1214.
f69J Show garage framing section, size of
header over garage opening, lateral cross
bracing at plate line, method of bracing garage
front, and holddowns when required. Chapter
23.
NOTE: Minimum plywood diaphragm ratio is 3 1/2
to 1. Table 25-1.
2O. Doors may open into the garage only if the
floor or landing in the garage is not more than
1/2" lower than the door threshold.
71. Provide 18" raised platforms for any FAU,
'water heater, or any other device in the garage
which may generate a flame or spark.
H.RHOUDtBianS Show height of all foundation walls.
}£. Note on plans that "A soils engineer shall
evaluate any unanticipated uncompacted fill or
expansive soil or other soil problems disclosed
during construction". Section 306 (a) 12.
74*. Submit soils classification determination
by a licensed engineer or architect based on
observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness , compressibility and bearing
value. The report shall include foundation
recommendations. Section 2905.
Note on the plan the soils classification,
whether or not the soil is expansive, and note
the allowable bearing value. Section 2905.
The foundation plan does not comply with
the soils report recommendation for this
project. Please review the report and modify
design, notes and details as required.
•' — ~>(76J Provide notes on the foundation plan
listing the soils report recommendations for
foundations slab and building pad preparation.
~ifl. 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:
1. the building pad was prepared in
accordance with the soils report;
2. the utility trenches have been
properly backfilled and compacted,
and;
3. the foundation excavations, formings
and reinforcements , comply with the
soils report and approved plan".
i78. Provide spread footings for concentrated
loads designed for 1,000 PSF soil bearing or
per bearing value as determined by an engineer
or architect. Chapter 29.
Chapter 23.
80. Show height of retained earth on all
foundation walls. Chapter 23.
AaC*. Show distance of foundation to edge of cut
'or fill slopes and show steepness and heights
of cuts and fills. Chapter 29.
JJ2. Note on plans that wood shall be 6"
minimum above finish grade. Section 2516 (c)
7.
Note on plans that surface water will
away from building and show drainage
pattern and key elevations. Section 2905 (f).
S<fC Dimension foundation per U.B.C. Table
29A:
Floors
Supported* Stenwall Width Depth
1 6"
2 8"
3 10"
^Foundations may support a roof in addition to
the floors, where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure
treated, or equal. Section 2517 (c) 3.
86J Show foundation bolt size and spacing.
Section 2907 (e).
JH. Specify size, I.C.B.O. number and
manufacturer of power driven pins. Show edge
and end distance and spacing. Section 306
Show size, imbedment and location of hold
own anchors on foundation plan. Section 2312
(f).
S9,/ Note on plan that hold down anchors roust
be tied in place prior to foundation
inspection. Section 2312 (f).
#6.Show adequate footings under all bearing
walls and shear walls. Section 2311 (e).
. Show stepped footings for slopes steeper
than 1:10. Section 2907 (c).
Sn,. Show minijDum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders. Section 2516
(c).
. Show pier size, spacing and depth into
undisturbed soil. Table 29 -A.
94. Show minimum underfloor access of 18" X
X24". Section 2516 (c).
95. Show minimum underfloor ventilation equal
to 1 sq. ft. for each 150 sq. ft. of under
floor 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).
s€. Specify that posts embedded in concrete
/shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
I. FRAHTHG
JW. 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 1X4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
96. 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 in line. Sec. 2506 (g).
( 99y Show blocking at ends and at supports of
floor joists, and for rafters at exterior
walls. Section 2517 (d) 3.
Ip6. Show solid blocking at ridge line and at
'exterior walls on trussed roofs. Section
2506 (g).
ISff.. Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
102. Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center where
rafters and ceiling joists are not parrallel.
Section 2517 (h).
(103,' Show rafter purlin braces to be not less
than 45 degrees to the horizontal. Section
2517 (h).
104. Show 1/2" minimum clearance between top
plate of interior partitions and bottom chord
of trusses. (To ensure loading will be as
designed).
Show double top plate with minimum 48"
lap splice. Section 2517 (g).
. Show nailing will be in compliance with
Table 25-Q.
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 in line 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.
Show stud size and spacing. Maximum
allowable stud heights; Bearing wall: 2X4 and
2X6 max. 10'; Non-bearing: 2X4 max. 14', 2X6
max. 20'. Table 25-R-3.
lp^. Note an A.I.T.C. Certificate of
Compliance for glued laminated wood members
shall be given to the Building Inspector prior
to erection. Section 306 (f).
110. Detail all post to beam and post to
footing connections. Section 2516 (c).
111. Detail shear transfer connection
including roof and floor diaphragms to shear
walls. Section 2513.
112. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum
diaphragm dimension ratios. (Tables 25 I, J,
K) and Section 4713 (d).
113. Show 3"X4" or 2"X6" studs in first story
of three story building. Table 25-R-3.
114. Provide truss details and truss
calculations for this project.
115. Provide roof framing plan and floor
framing plan. Section 302 (a) 7.
116. Provide framing sections through.
Section 302 (a) 7.
117. Specify all header sizes for opening over
4* wide. Section 2517 (g) 5.
118. Provide calculations for ^-2'>— .-'I '* "-vr V
Section 320 (a) 7.
119. Show on the plans all structural
requirements developed in the structural
calculations .
120. In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting at least
2" above the finished grade and shall bear on a
metal base plate or treated wood unless the
columns or posts are foundation grade redwood
or cedar. Section 2516 (c) 4.
121. Show location of attic access with
minimum size 22" X 30". Section 3205.
Ji2. Show draft separation for attic areas
between units in a duplex. Section 2516 (f).
Show draft separation for space between
dropped ceilings and floor above in excess of
1,000 sq. ft. Section 2516 (f).
12*. Specify plywood grade and panel
indent if icat ion index. Table 25-N.
1^5, When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
Kro. If foundation cripple wall studs are less
than 14" framing shall be solid blocking.
Section 2517 (g) 4.
l£7. 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.
Show plywood sheathing over exposed
eaves, or other weather exposed areas, is
exterior grade. Section 2516 (g) 3.
Show a weep screed at the foundation
plate line on all exterior stud walls to be
stuccoed. Section 4706 (e).
13<J. Show corridor width to be minimun 36".
Section 3305 (b).
Specify truss layout for 30" X 30" attic
access .
1«. Ridges, hips, and valleys shall be at
least one size larger than supported rafters.
Section 2517 (h) 3.
133.Provide metal straps across ridge bean
and rafters.
J. MECnUHCAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
{l34j Show the size, location and type of all
heating and cooling appliances or systems.
(135^ Show method of providing combustion air
to furnace, per Chapter 6, UMC.
176. 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.
037^ Show minimum 30" deep unobstructed
working space in front of furnace.
Note on plans, clearances to be per-^•M^-
manufacturers listing. Section 704 UMC.
Furnace shall not be installed under any
stairway. Section 704 UMC
Q^Oy Furnace shall not be installed in any
bedroom, 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.
l#t. Show I.C.B.O. approval for prefab
fireplace.
s***\Cj^l^. Show access to the attic or underfloor
furnace to be minimum 30 inches by 30 inches.
Sec. 708 & 709 UMC. 50 Vt **«•*« *-
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 fixture controlled by a switch for the
attic furnace. Section 708 UMC.
Show details to comply with Section 709
for furnace under the floor, or Section 710 for
roof or outside furnace.
Note on plan, gas vents and non-
combustible piping passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling. UBC Section 1706 (a)
6.
fmnomi.CODE)
All wiring shall comply with the National
Electrical Code.
147. Note on the plan the amperage of
electrical service.
148. Show location of all electrical
receptacles.
J#9*. Electrical receptacle locations and/or
spacing is not adequate in
. At least one receptacle shall be
installed outdoors, in basements and attached
garages, other than laundry outlets. Art.
210-25 (b).
1>1. Show minimum dwelling lighting (NEC Art-
210-26 (a) and GPI's in garage, baths and
outdoors. NEC Art. 210-8 (a).
ISlf. Note "UFER" ground to be provided (NEC).
Art. 250-81.
L. PLOHBMG fUHIFORM PLUMBING COPE)
All plumbing shall comply with the Uniform
Plumbing Code.
^ 153> Show water heater size, type and location
on plans.
l£fc. Show method of providing combustion air
to fuel burning water heater. Section 1307.
If vented door, vents must be at top and
bottom.
155. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Section 1309.
(^IS&P Provide adequate barrier to protect water
heater from vehicle damage. Section 1310.
1^7. Show I and P Valve on water heater and
show route of discharge line to exterior
Section 1007 (e).
^58y Provide dryer vent to outside. UMC
Section 1903.
189. Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved backflow
prevention devices. Section 1003.
L60X. Shower stall shall accommodate a 30"
circle and have a minimum floor area of 900 sq.
in. UPC 909 (d).
H. MOISE DfSULATIOH (DUPLEXES)
Lfl4. Show details of duplex common (party)
walls and floor/ceiling assemblies to achieve A
Sound Transmission Class (SIC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibles.
Title 25.
Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating, ventilating or
exhaust ducts shall be sealed, lines, or
insulated to maintain required sound
transmission rating. Title 25.
1>3. 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.
164. EHERG? CONSERVATION: PLEASE REAP
New state mandated regulations (Calif. Admin.
Code) became effective June 16, 1983 and
require that the design satisfy one of the
alternative energy packages A, B, C, D, E, 1,
2, 3, 4, 5, 6 or AB 163. The law also requires
that many mandatory conservation items be
satisfied .
Show on the title sheet of the plans, the
alternative energy package that was selected
i.e., A, B, C, D, E, 1, 2, 3, 4, 5, 6 or AB 163
to show compliance, and provide calculations
and other data, appropriate to that selected
package.
^65. The responsible designer should sjgn_a
statement, on the plan title sheet. "The design
submitted substantially conforms to the Energy
Regulations for Residential Buildings."
166. Show the "R" value for the walls, floors,
ceiling and related areas.
167. Provide a schedule on, the plans showing
thermal mass requirement. Specify rooms,
materials, required area and thickness of
materials.
168. Show double glazing as per Energy Design,
on Glazing Schedule.
169. Show total glazing areas on the plans.
170. Show on the plan how shading requirements
will be satisfied.
171. Show on the plans details of required
movable insulation. Show how the curtains or
device will be sealed and gasketed to provide a
dead air space.
The plans are not in compliance with the
energy conservation compliance package selected
or design calculations provided. Show on plans
conformance as follows: >j
V£ V £.//#£ V
173. Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
174. Show the size, type and location of the
space heating (or cooling} system and provide
energy calculations if the output BTU/Hr.
exceeds US,000 BTU/Hr. output.
175. Outdoor pools and spas with fossil fuel
heaters require pool covers as well as other
energy saving devices such as time clocks, etc.
T20-JAQ6.
QUttSBAP S.F.D. & DOFLEX SOPPLEMBTT
(l7w Note on the plans, all work shall comply
with the 1982 UBC, 1979 UPC, 1981* NEC, 1976
UMC.
Lateral load design should be based on
Seismic Zone k.
Energy conservation design should be for
Zone 7. See attached energy packages.
All buildings, except M Occupancies
require a fire retardant roof. Note on plan
that roof is to be fire retardant per Sec.
3203 (e).
1,80. Show location of electrical panel; cannot
be in a concealed location.
IBi. P. & T. drainlines must drain to a floor
sink, floor drain or to the exterior, they
cannot discharge into an upright sink.
>6^. Townhouses (postage stamp lots) must have
walls and utilities in accordance with attached
City Policy 80-13.
185. Floor drains must have auto-prime (city
policy) .
18*1 Note exhaust fans cannot be ductless type
(city policy).
yg£. New residential units must be pre-plumbed
for future solar water heating. Show two roof
jacks where the water heater is in the one
story garage and directly below the most south
facing roof (City Ordinance No. 8093).
Two 3/4" copper pipes must be installed
from the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the roost
south facing roof. (City Ordinance No. 8093).
Q87^ 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).
198. Incorporate the waterproofing details, on
the attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
189. Show on the Title Sheet of the plans, the
information required by the attached
Developmental Services Sheet
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, please contact
.-
LJ
$£/**-*£"
at Esgil Corporation. If you have any
questions regarding permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-5525.
Thank you.
Enclosures:
1.
2.
3.
Date i /-^;^5
Prepared byi
Jurisdiction
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept,
p Esgil
PLAN CHECK NO.
BUILDING ADDRESS .
APPLICANT/CONTACT
BUILDING OCCUPANCY
P.,,,
PHONE NO.
/?-
TYPE OF CONSTRUCTION
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
/ ' y • *j <
C.'^/P-ic^-
/A," .* //3*-.j
Air Conditioninff
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
V/ 5 7
5^3y^y
^/ 57
VALUATION
MULTIPLIER
.^"'?. CO
/ V . ^ 3
r ^50
§@ j?.^
@
VALUE
x ^ /; / ^ ^
//.^ y&
^33^
O O T ^7' . ' •
Z6l ^S7 ,
Fee Adjusted To Reflect
Building Permit Fee $
Plan Check Fee $
DEnergy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
JL
C OH HE NTS:
8/4/82
RESIDENTIAL VALUATION CHART EFFECTIVE 7/1/85
SFD & DUPLEXES . 7 Dl <*->
APT. HOUSES & ATTACHED MULTI-FAMILY UNITS
GARAGE "77<2--'
CARPORT
COVERED PORCH 13 &
COVERED PATIO . jfa
PS)
BALCONIES/STAIRS/D€CKS
RETAINING WALLS
POOLS
SPAS (GUNITE) (VALUATION $4,
SPAS (PLASTIC/FACTORY MADE) (VALUATION $2,
AIR CONDITIONING
X $
X
X
X
X
X
X
X
X
500)
050)
X
58.00
46.00
14.00
10.00
5.50
5.50
9.00
11.00
23.00
2.40
7 2/ / ~7/$ -<^U / fv
}
l*J*f
1$%
'
*
MOBIL OR MODULAR HOME ON SINGLE-FAMILY LOT
(1/2 OF BUILDING PERMIT FEE) _^___^_
TOTAL VALUATION
PLAN CHECK FEE
Ml
* POLICY:
IT IS OUR POLICY TO CHARGE A BLANKET PERMIT FEE OF $75.00 FOR A
FACTORY-MADE PLASTIC SPA. THIS FEE COVERS ALL WORK INCLUDING
PLUMBING AND ELECTRIC.
THIS PERMIT FEE APPLIES TO AN I N-THE-GROUND, PERMANENTLY INSTALLED,
FACTORY-MADE PLASTIC SPA NOT TO EXCEED 400 GALLONS IN CAPACITY.
THE PLUG-IN TYPE SPA IS AN APPLIANCE AND DOES NOT REQUIRE A PERMIT
PLAN CHECK NUMBER ADDRESS DATE ft'&'tf
PLANNING:TYPE OF STRUCTURE ZONE:
SCHOOL FEES: SAN DIEGUITO_
CARLSBAD
% COVERAGE
ENCINITAS
SAN MARCOS
BUILDING HEIGHT,
FENCES/WALLS
TWO CAR GARAGE
REQUIRED SETBACKS
FRONT (QV
SIDE
REAR
COMMENTS:
Oi C
SR
O P 7-!
\>
REDEVELOPMENT APPROVAL REQUIRED:
UJ M-5ce r>&£ o*C LU XJt-a LANDSCAPE PLAN COMMENTS :
jSN ENGINEERING
EHVIPX^iENTAL R£QUIRED:•
ADDITIONAL COMMENTS:
OK TO ISSUE:DATE:\
****
OK TO FINAL:DATE:
LEGAL DESCRIPTION VERIFIED?A.P.N. CHECKED?
PARK IN LIEU
IMPROVEMENTS:
DRAINAGE:
EASEMENTS:ADDITIONAL COMMENTS:
s
L
OK TO ISSUE:
* ENGINEERING INSPECTION REQUIRED:
PUBLIC WORKS INSPECTOR:_
FINAL OK:DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
x?Sj&v«&***$&VFfSMs
A * Ciiril Sngifceers -afrtJ.tanJ'Ptraners^ • • • • • • «5
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SAN MARCOS ENGINEERING
Civil. EMOINCKM*. Son.* A FOUNDATION
PRELIMINARY SOILS INVESTIGATION
REPORT AND FOUNDATION RECOMMENDATIONS
PROJECT: PROPOSED RESIDENTIAL HOUSE
LOCATION: LOT #1 CARLSBAD TRACT 75-4
LA COSTA ESTATES NORTH
MAP 8302
CANDIL PLACE, CARLSBAD, CA.
R.E. HUGHES
R.E. HUGHES CONSTRUCTION CO.
P.O. Box 1MB
VISTA, CA. 92083
3SO MUUBEPRY DMIVC. SUIT* •
SAN MARCOS, CA aaov* <si9> 744-0111
SAN MARCOS ENGINEERING
380 KULBERBT DRIVE, SUITE B
SAX SARCQS, Ci 92069
(619) 744-0111
Civil Engineers » Planners * Land Development * Surveys * Soils and Foundation Engineering
October 29, 1985
Mr. R. E. Hughes
R. E. Hughea Construction Co.
P. 0. Box 1146
Vista, Ca. 92083
Re: Lot No. 1 La Costa Estates North
Map 7637 Candil Place
Carlsbad, California
Dear Mr. Hughes,
As per your request, we have performed a preliminary
soils investigation at the above referenced site and
this report is presented as regards our opinion of the
site soils engineering factors that may affect your
project.
The project site ia located southwesterly of the cul de
sac of Candil Place in Carlsbad, California. The site
la a graded pad which is vacant at the present time.
Some rock outcrops can be found at the site. The site
is relatively clean of wild vegetation, being recently
cleared. Plate 1 shows the Vicinity Map.
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project,Soils Report, Cont'd.
The project is for the construction of a single family
residential house structure of frame construction with
tile roof and stucco wall . No heavy loadings are
expected at the project site. The house will be two
stories. There will be minimum grading of the site to
form a house pad.
Investigation
The purpose of this soils investigation is to determine
the physical characteristics of the existing site soils
and to make a report and foundation recommendation.
Soils Inveatigatign Program
The soils investigation program consists of an ocular
observation of the site surface and near surface soils
and the conduction of a subsurface exploration
drilling.
The purpose of the observation of surface and near
surface soils is to detect any obvious surface soils
instability caused by erosion or tension cracking of
the existing soils or landslides.
The subsurface soils exploration program aims to
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project,Soils Report, Cont'd.,
n of Project
The project is for the construction of a single family
residential house structure of frame construction with
tile roof and stucco wall . No heavy loadings are
expected at the project site. The house will be two
stories. There will be minimum grading of the site to
form a house pad.
9.* the §2il5
The purpose of this soils investigation is to determine
the physical characteristics of the existing aite soils
and to make a report and foundation recommendation .
The soila investigation program consists of an ocular
observation of the site surface and near surface soils
and the conduction of a subsurface exploration
drilling.
The purpose of the observation of surface and near
surface soils is to detect any obvious surface soils
instability caused by erosion or tension cracking of
the existing soila or landslides.
The subsurface soils exploration program aims to
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project, Soils Report, Cont'd
determine the characteristics of the subsurface soils
especially at the founding elevations.
Findings
The existing site soils appear to be stable. No
obvious signs of soils cracks or failures were
observed. No erosion problem was detected.
Subsurface Soila
Two <2>) test pit excavations were performed at site at
the approximate locations indicated in Plate 2. The
test pit excavations were done manually and marked as
T-l & T-2.
The soils encountered at site were visually identified
and classified in accordance with the Unified Soils
Classification System as shown in Appendix E of this
report. The soils encountered were described and the
identification logged. The log of the soils are shown
in Plates 3 and 4. Bulk samples were brought to the
lab for further identification, classification and
testing.
The project site generalized soils profile which can be
inferred from the test pit excavation is described as
about 6" to IS" of medium compact to compact Sandy Clay
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project, Soils Report, Cont'd
with some trace of shale rock fragments and overlying
desintegrated to competent shale rock. The rock
appears to be rlppable with machines in the upper
surfaces, and appears to become harder with depth. If
deep excavations are required for construction of
structures planned at site, it may require rock
blasting.
The vertical and horizontal limits of rock could not be
ascertained at this time. To get this information, it
will require a more detailed subsurface exploration.
The existing Sandy Clay soils are expansive in our
estimation and experience of similar soils in the area.
Soils
A maximum dry density test was made of the Sandy Clay
soils and the result indicate the soil to have a
maximum dry density of 117 pcf at an optimum moisture
content of 12x
Conclusion and Foundation Recommendations
1 . It is our opinion that the existing soils can
safely support the proposed structure planned for
the site, however, the following recommendations
should be observed during the design and
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project, Soils Report, Cont'd
construction of the structure.
2. The site should be cleared of all weeds, trash,
vegetation and other deleterious materials within
the limits of construction prior to grading
operations. The Earthwork Specifications found in
Appendix A of this report forma part of thia
recommendation.
3. We recommend the proposed structure to be founded
with standard soil bearing footings with an
allowable soil bearing pressure of 180O psf. The
bottom of the footings should be founded to at
least 24" below existing ground surface or
adjacent finish grade. Perimeter wall footings
should be at least IS" wide and continuously
reinforced with at least l-#5 bar placed 3" above
the bottom of the footing and l-#5 bar placed 2"
below the stem of the footing or floor slab.
Isolated footings should be at least 24" square
and reinforced with 2-#5 bars placed each way.
4. Slabs on grade should have a minimum thickness of
4"» and reinforced with welded wire mesh placed at
midheight of ths slab. The slab should be
underlain by at least 4" of sand placed over the
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project, Soila Report, Cont'd..
prepared subgrade. The subgrade should be wetted
to at least 4* above the optimum moisture
content of the soils prior to placing the sand over
it.
5. In areas where rock are found to be at shallow
depth, it ia recommended that the disintegrated
rock be removed. Footings should be at least 12"
into good competent rock.
6. Footings placed in fill areas should be positioned
as indicated below:
7.
3.
Finish Grade
Fill ?
Slope)Footing
5' min.
Cut and fill slopes should be no greater that 2:1
horizontal to vertical ratio.
The San Diego County Standard Drawings and
Specifications for design of retaining walls maybe
used in the construction of retaining walls for
this project.
SAN MARCOS ENGINEERING civil, soila and foundations
Candil Place Project, Soila Report, Cont'd
9. Blasting of near surface rocks maybe necessary to
achieve the designed pad. The limits of the rock
are unknown at this time.
10. Recommend that this firm be informed when the
footing trenches are excavated so a soils engineer
can inspect the founding soils to make sure that
they are adequate for the purpose intended.
11. All surface water runoff should be directed away
from the foundation system positively.
SAN MARCOS ENGINEERING civil, soils and foundations
Candil Place Project, Soils Report, Cont'd
The soils engineer has prepared this report for the
exclusive use of the client and his authorized agents.
This report has been prepared in accordance with
generally accepted soil and foundation engineering
practices. No other warranties either expressed or
implied are made as to the professional advice
provided under the terns of this agreement, and
included in the report.
If you have any questions about this report, please
call.
Very truly yours,
SAN MARCOS ENGINEERING
By:
Distribution: <4> Addressee
SAN MARCOS ENGINEERING
ClVII.
• NORTH
PLATE 1, VICINITY MAP
PROJECT: HUGHES RESIDENCE
CANDIL PLACE
CARLSBAD, CA.
NO SCALE
SAN
A'RCO'S
32
ri
REFERENCE: THOMAS BROS. MAP
PAGE 20 C-5
38O MuuacHf
SAN MAMCOa. CA 92O«*16191 744-Ollt
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PLATE 3. BORING LOG
SAN MARCOS ENGINEERING
C'V'U Cf-Oi"« «K»•. 3OIU* *
38O MUU««**V Q«'v«. »U>T
c*
Sewing No.
Sheat No L
7=/
BORINGS FOR
CONTRACT NO.
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on
asing
Blows on
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'enctration
Samp I •
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PLATE 4, BORING LOG
SAN MARCOS ENGINEERING
3OO Boring No,.
C*. e* «ao«*I9> 7*4.Ol i t Sheer No. / of /
/BORINGS FOR
CONTRACT NO.PURPOSE -C
El«v.on
aaing
Slows on
poon foe 9"
Penetration
Sampl
So. 0«pth Log Material & Remarks
*#<
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SAN MARCOS ENGINEERING
Civil. Cr«Oi's««««. SO'i~» A
PLATS S. MAXIMUM DRY OFMSFTY
Moisture vs. Dry Density Curve
Soil Type:
140
130
o 120
*
>
Hi— »en3WQ 110
>HOS
Q
100
90
T—-
8 12 16
MOISTURE CONTENT. %
20 24
RemarXss
aao MU<-*C
. CA »ao«»7-*-*-Oi'l
IOG. NO.
SAN MAH006 UNIFIED SCHOOL DISTRICT
PROJECT SERVICE AVAILABILITY LETTER
(Applicantfill in -print legibly) i
APPLICANT: Art P**Y i -5". /-/UCin t S>
Address: f.O . j&QX /W£ ^ - l/J$7~Sh
OWNER: f T/9^-77 -fi1""'
Phone No. s,jL*7~'/(*5
&Q 9JI n $ ^t-VT • Sa*^fJ A _J
Phone No.
Address : ,
PROJECT DESCRIPTION Project Address/Location^?,?^ ffo/0l£- /ifltlT
Project Name: S] r~, f^t
Project located on
Assessor's Parcel No.(s): 1. fll^f/H^HI
( Attach legal description
Census Tract No.
Project Type (check one or more) Housing Type
j f Minor Subdivision (TPM) Single Family
L/^^^-Sj^^/? , CsTs
Assessor's Parcel Numbersr/ii?/! 3. i M IN KM
EH I 4. | | MF II If 1
No. of D.U.'s No. of Bedrocms
/ 3
j [ Major Subdivision (TM) Multiple Family
ifobilehcme Units
1. Owner/applicant agrees to reconfirm this project with the issuing school district every 6 months
unless such action is not required by the district. District Phone 619-744-4776
2. Owner/applicant understand that the certification for school service contained in this Project
Service Availability Letter is no longer effective if the project is disapproved or if the con-
ditional project approval (subdivision, pe»nit.>or other conditional use processes) expires.^ S-* "
3. The information I have
APPLICANT'S
Date:
TO:
FHOI:
SAN MARCOS UNIFIED SCHOOL DISTRICT
CERTIFICATION OF SCHOOL AVAIIABILITV OR NON-AVAILABILITY
ID [ q 51 DAY [1 j ZF YR | B| b|
SanxM«)CKaxxMRxfxKdx2K*iBBJxBxxtKXKt City of Carlsbad
School District San MarCOS Unified Grades Served: K"12
1. fj School services and facilities are conmitted for this project. Services will be available
concurrent with project need based on a secured agregnent^ \vith the developer which has
adeauate financing and clear intent. ' Recertification of service avaUability
is required prior to issuance of building permits.
2. )jj(jc The undersigned school district hereby certifies that it will be able to provide adequate
school services and facilities to the above described project concurrently with the need of
such project. Owner/applicant has paid the required developer's fee.
3. [~] The undersigned school district hereby certifies that it will not be able to provide adequate
school services and facilities to the above described project concurrently with the need of
such project because
DISTRICT REPRESENTATIVE'S SIOJATURE tfu/Sty'* *Date May 12, 1986
TITLE Facilities Tech phone 744-4776
WHITE-CIVIC ENTITY YEUOV-DISTRICT PINK-OWNER/APPLICANT
San Marcos Unified School District
270 San Marcos Blud., San Marcos, California 92069-2797 619-744-4776
May 12, 1986
MEMORANDUM OF AGREEMENT
REFERENCE: APNI 215-491-31
2906 Candil PI, Carlsbad, CA 92008
We, the Owner or Agent for the owner of the above-referenced
property, hereby agree to pay $ as a fee which
will satisfy the requirements for school facilities dedication
of land and fees. In exchange for this fee, the District will
execute the school service letter for the above-referenced
property.
Rnhprt F.
NARE
$2.758
AMOUNT RECEIVED
P.O. Box 1146
STREET BY
Vista, CA 92083 May 12, 1986
CITY DATE
727-4125
PHONE
(SIGNATURE)
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property
to be served. The total charges must be paid to the District at the time the application, is
submitted.
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS.
FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION
OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRA-
TIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the bal-
ance of the fiscal year shall be collected at the time of application for sewer permits.
Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the
same manner as property taxes. If the six-month construction period extends into the sub-
sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected
on the tax roll in the same manner as property taxes. The full sewer service charges for all
subsequent years shall be collected on the tax roll in the same manner as property taxes.
There will be no additional fee or refund if service actually commences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer
permits for subdivisions. Such applicants shall be required to notify the District, on
forms provided by the District, of escrow closings on individual properties within the
subdivision. Sewer service charges shall commence upon close of escrow and will be the
responsibility of the buyer.
Jf a service lateral is required, it will be installed .by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from the main
collection line in the street (or easement) to the point in the street (at or near the
applicant's property line) where the service lateral is connected to the applicant's building
sewer. The applicant is responsible for the construction, at the applicant's expense, of
the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street
(or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
by the applicant at his expense. The connection must be made in conformity with the District's
specifications, rules and regulations; and
IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM
MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE
MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION
MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The Inspection Deposit will be refunded upon the completion of satisfactory inspection of
the connection to the District's sewer system. The inspection deposit shall not apply in those
cases in which the applicant has paid plan check and inspection fees for a subdivision.
OWNER'S NAME: Robert E. Hughes L CONNECTION FEE: $ 1.500,00
MAILING ADDRESS: P.O.Box 1146 LATERAL SIZE: ; EASEMENT:
Vista. Ca 9?nfl3 EXTRA FOOTAGE!@$ /Foot H^H^
PHONE NUMBER: 727-4125 EXTRA DEPTH: "8? /Foot
SERVICE ADDRESS: Candil PI LATERAL FEE
LOT NUMBER: lot 1 INSPECTION DEPOSIT 5Q.QQ
TRACT DESCRIPTION: La Costa Estates North PRORATED SEWER SERVICE FEE
ASSESSOR'S PARCEL NO: -851-491-31 TOTAL $ 155Q.QQ
TYPE OF BUILDING s.f. f NO. OF UNITS f PAID BY: CASH CHECK NO. 2821
- RECEIVED BY: gf
The undersigned hereby agrees that the above information given is correct and agrees to
the conditions as
3-6-86 17764
Owner'sSignature Date Account No,
1200 ELM AVENUE • fiSSs m TELEPHONE
CARLSBAD, CA 92008-1989 . M^O/ c&M (619) 438-5541
Office of the City Engineer
Citp of Cartefcab
TO: BUILDING DEPARTMENT
FROM: ENGINEERING DEPARTMENT
DATE:
ROUGH GRADING APPROVAL FOR PROJECT NO.
(Tract or P.E. #)
(Tract Name)
(Developer's Name & Address)
We have inspected the grading for lots _ / _ or phase —
of the above mentioned project. In addition, we have received rounh
grading certification from ^*4l/ //%h/i££sj £FAS&J£* , the Soils
Engineer, dated X^1'/., and from
the Supervising Grading Engineer, dated ^TJV^ » and are satis-
fied that the rough grading has been completed in accordance with City
standards.
Based on these certifications and our observation, we take no exception to
the issuance of a building permit for lots _ _ / or phase —
of project^.^7 /,Z/ f^>S7&£r%r-dtP&/Z/ from a grading
standpoint. This release, however, is not intended to certify the project
from other engineering concerns including site development, water or sewer
avail ability-,, .or final grading.
Prior to the issuance of a certificate of occupancy, we need to be advised
so that we can verify that final grading and landscaping has been complet-
ed in accordance with the approved plans for the project.
APPROVED:
fleet Grading Inspector Chief of Quality Control
cc: Developer
Application for Grading Permit
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
1200 Etm Avenue
438-5541
PENO.
Building Permit Plan Check No.
Validation by Finance
Department
FOR APPLICANT TO FILL IN
. 1 ..,„.,,.,,—— f.f. 1 1 -,.ll_.llll_
Site Address ,,''/ ' , ' '' . '
, Legal Description, ."" "/*£"-. u
.'Owner-- . /'" /-'•'- /y • . , /, •• ;-
,. •~S i'
/ . f f ',Map No.- ,y
.VyPhOna v/; ;-
1 Owner VAddr£$s //;/-(f ^' / ~'. /,. " '" <''',•'; -•• •. •'• -.
jPlans by Ci^rV^Enginew /..--...•
Address •:•<•'.-, /'/ • / • •/ /•'''-'• .
Soil Engineer. > /.::",r,;v ,.;'•: R.;€
Grading CQntratettsf;.: ;;, /',.•, /
"••'? R-C-E-^^ /f
/•:>. Phone ' , ^ . f' ,- . • .,.-./ -• ,
Q /hone ,, /
Priphe, 1
* "H ' /
Addre* ,•.,,.,- «-,-,;• /-'., .....
'"Party respdnsibf^ for ^oVerall supervision ./^ . -, .
Proposed use of gradersite / ; Vj /-,
Number of cubic yards
., Cut Fill Import Waste
•>' *rV^ (..'
Proposed Schedule of
Operations (dates)
V.
Start Finish
1 hereby acknowledge that 1 have read the application and state that
the information 1 have provided is correct and agree to comply with
all City ordinances and State laws regulating excavating arid-grading,
and the provisions and conditions tff any permit issued pursuant to
this application. _ '' _,>* ,-f! '
Signature nf PRrmittfifi
ENVIRONMENTAL CLEARANCE -
EIA LogNn.
Grading permit fee- $ ••* •'.? '^: .-r ,
Permit Issued'-''' •'^-^ '"].
by ' — ... 1:^'' ,•„-;:,,
natp-;/ '
Ry-X'''"'" ''' T'"'•.^ - j-
:Plan..check fee $
^t / - - ' •••-
, Date /,',-,', , , .
Surety Company
A
Surety Address ,/f -
Date Filed ^ . /
Bond No.
Rec'd by
Cash deposit } Rec'd by Date filed
$i
The following documents are required and shall become a part
of the grading permit when they are approved.i /
Grading plans
,- Soil report
..,.- Drainage structu r»sig S
Xv
SPECIA/JtONge&pfApAa»s
1 . Authorized rWttrs °f ofrlj
7:00 AM to S\fiset, Mc-1^
Specifications
L ,.._.,..„. Geologic Report
^?\
-£&_ ^V\
N§WHlBE AITOMADE
S^ERMIT^IT & wSLpn: $
J» Friday.^y
2. Haul routes are toa&toa&dJagtfjffl Engineer .
3. Adequate provisions shall be made for erosion and siltation
control.
4. All slopes shall be planted per City Code.
5. All fills to be compacted to at least 90% of optimum
density unless noted otherwise.
Under City Code Sec. 11.06 170 this grading is:
G REGULAR GRADING - City inspector will make inspections
.; listed below.
TJ CONTROLLED GRADING - Private grading engineer shall
observe work, coordinate tests, make reports.
INSPECTION DA
Initial - site prep.
Rough - prior to drains
Final - slopes planted
Compaction reports rec'd.
Private engr. cert, rec'd.
_ . ift/u'* rtff . r-
TE INSP. SIGNATURE
Permit Yellow-Inspector; Pink-Permittee; Goldenrod-Finance
TrtlS ^ORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED
!X THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD