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Note - Demolition Waste Diversion:
At least 65% of waste from demolition,
including concrete from foundations and
slab areas, is required to be diverted
from landfills and shall be exported
off-site and recyled in a legal manner.
- See additional CALGreen notes on
Demo Plan.
Note - Excavated Soil:
Excavated soil shall be disposed of
or recycled in a legal manner.
-Verify destination w/ owner.
Note:
Total GRADING < 50 C.Y.
EROSION CONTROL REQUIREMENTS
NPDES - Discretionary Project: "Conditionally Exempt"
National Pollutant Discharge Elimination System
(up to 2 acres disturbed)
1. The contractor is required to submit a certification
statement to the city stating that the contractor will
implement construction BMP (Best Management Practices).
2. Erosion control measures shall be in place during the
rainy season between November 1st and maintained until
April 16th.
3. A temporary erosion control plan with details for devices
may be required by the city. The contractor will be
responsible to provide that plan.
Specific Methods For This Site:
1. All temporary stockpiles of excavated soil and new
grading materials shal be covered with durable tarps to
prevent erosion and sediment runoff. Covers shall be
sufficiently secured or weighted against storm winds.
2. Use straw bales or straw filled burlap tubing or other filter
wattle across south side yard and driveway areas to filter
any sheet flow drainage of construction area.
CALGreen Code Reqmts. 4.016.2 -
Construction Storm Water Drainage and
Erosion Control :
Projects which disturb less than one acre of soil and
are not part of a larger common plan of development
which in total disturbs one acre or more, shall
manage strorm water during construction. One or
more of the following measures shall be implemented
to prevent flooding of adjacent property, prevent
erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized
to retain storm water on the site.
2. Where storm water is conveyed to a public
drainage system, collection point, guttter or similar
disposal method, water shall be filtered by use of a
barrier system, wattle or other method approved by
the enforcing agency.
3. Compliance with a lawfully enacted storm water
management ordinace.
PROJECT DESCRIPTION:
Master Suite Addition
CODES:
This project consists of interior remodeling and structural
alterations and an addition to a 1-story single family residence:
CBC Occupancy: R-3 dwelling
and attached U private garage
CBC Construction Type V-B, non-sprinklered
The design and all work on this project shall comply with the
following codes with California Amendments and local
ordinances:
2019 California Residential Code
2019 California Mechanical Code
2019 California Plumbing Code
2019 California Electrical Code
2019 California Energy Code
2019 CALGreen Code
City of Ventura ordinances and code amendments.
BLDG. AREAS & LOT COVERAGE (Bldg. Footprint)
Exist'g House 1,596 s.f.
Exist'g Garage 420
Exist'g Porch 88
Exist'g Patio Cover 192
New Addition (max.) 994.0 max.
New TOTAL AREA 3,290.0 s.f.
Lot Size 9,400 s.f.
35% Maximum Allowable Coverage = 3,290 s.f.
Existing Percentage of Bldg. Coverage:
2,296 s.f. / 9,400 s.f. = 24.4%
New Percentage of Bldg. Coverage w/ Addition:
xxx.x s.f. / 9,400 s.f. = xx.x% = xx.x % < 35%
Site Legend:
EM = Electric Meter
MS = Main Switch
GM = Gas Meter
SOV = Shut-Off Valve
UG = Underground
⅊ = Property Line
FG = Fin. Grade
FS = Fin. Surface Paved
TC = Top of Curb
TW = Top of Wall
HP = High Point
PP = Power Pole
AD = Area Drain
POC = Point of Connection
PUE = Public Utility Easement
STE = Street Tree Easement
XXX.XX FS
(XXX.XX)
Elevation
Point
(N) Elev. Ht.
( Exist'g. Elev. Ht. )
of Fin.Grd. u.n.o.
Surface Type
Surface Drainage
0 5 10 15 20
1" = 10' - 0"
Site Plan
28'-0"
P r o p e r t y L i n e 105.00'
P
r
o
p
e
r
t
y
L
i
n
e
44.48'
P
r
o
p
e
r
t
y
L
i
n
e
66.63'
P
r o
p
e
r t y
L i n e
49.75'
P
r
o
p
e
r
t
y
L
i
n
e
9
1
.
4
4
'
T
a
f
t
A
v
e
n
u
e
T
a
f
t
A
v
e
n
u
e
2
8
'
-
0
" ∠ = 128° 41' 36"
R = 25.00'
L = 22.82'
P
a
r
k
w
a
y
C
u
r
b
a
n
d
G
u
t
t
e
r
S
i
d
e
w
a
l
k
P
a
r
k
w
a
y
C
u r b
a n d
G
u t t e
r
S
i
d
e
w
a
l
k
(E) Drive
Access
Front Lot Line
Midpt.
Av. Lot
Depth 114.83'
(E)Garage
420 s.f.
Existing
House
1-Story
1,596 s.f.
10'-10"
27'-7"
25'-0"
23'-0"
5'-0"
S.Y.
S.B.
S.Y.
S.B.
F.Y. Setback
C
o
r
n
e
r
S
.
Y
.
S
e
t
b
a
c
k
5'-0"
R.Y. Setback
4" Block Fence on Property Line
25'-0"
10'-4"
(E) Gate
43'-2"
(
E
)
G
a
t
e
P
a
r
k
w
a
y
S
i
d
e
w
a
l
k
27'-4"
(
E
)
E
.
M
.
&
M
S
2
0
0
A
.
Exist'g.
Avocado
Tree
Meas'd.
(
E
)
D
r
i
v
e
w
a
y
R
e
m
o
v
e
d
4"
Block
Fence
on
Property
Line
(E) C o n c. W a l k
(E) C o n c. A p r o n
(E) C o n c. P a t i o
1
0
'
-
0
"
OWNER:
Bill Bigler
171 Taft Avenue
Ventura, CA 93003
PROJECT ADDRESS:
171 Taft Avenue
Ventura, CA 93003
A.P.N. 088-0-122-025
ZONING:
R-1-7 Single-Family Residence (House built 1961)
Design PROGRESS
1 June 2022
N
o
r
t
h
NOTE - House Location and Boundary Walls:
The location of the house on the lot and walls at
property lines are shown as best as can be determined
by the architect without the benefit of a civil engineering
boundary survey. Any work involving the property line
fences and retaining walls should not be started without
obtaining a boundary survey.
New Addition
936 s.f. gross
(max. 994 s.f.)
25'-0"
R15'-0"
City Min.
Req'd.
(E) Driveway
To Be Removed
(E)
Dr
ive
wa
y
To
Be
Re
mo
ve
d
(E)
Drive
Access
12'-0"
Min.
Backup
(N)
Drive
Access
N e w D r i v e w a y
(E) Patio
Cover
192 s.f.
(E)
P
o
r
c
h
88
s.f.
Irregular Lot
Front Setback Calculation:
Averge Lot Depth = 114.83'
20% x 114.83' = 22.966' = 22.97'
Front Setback = 23'-0"
Rear Line
Midpt.
T-1
Project Info
&
Site Plan
Randy Harvill, Architect
190 Camelia Way
Ventura, CA 93004
805-323-5667
RHArchitect@earthlink.net
RHA
Rev. issue date
Architect's Seal
-- 1st plancheck April 2, 2022
Sheet Information
Job No. 22-0525-100
Initial Date May 25, 2022
Drawn R. Harvill
Checked
Scale AS NOTED
Sheet No.
Title
© Randy Harvill, Architect, 2022. All rights reserved.
These plans are copyrighted and are subject to copyright protection as an "Architectural Work" under section 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as "Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans can legally result in the cessation of construction or buildings being seized and/or compensation to Randy Harvill, Architect.
These plans are copyrighted instruments of service and remain the
property of Randy Harvill, Architect. Notes, drawings, details, and
other information contained herein are property of the Architect
and shall not be reproduced or copied directly or indirectly in whole
or in part without the written consent of Randy Harvill, Architect.
Master
Suite
Addition
for:
Bigler
Residence
171
Taft
Avenue,
Ventura,
CA
93003

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1 T1 Bigler Site 2 6-1-2022.pdf

  • 1. Note - Demolition Waste Diversion: At least 65% of waste from demolition, including concrete from foundations and slab areas, is required to be diverted from landfills and shall be exported off-site and recyled in a legal manner. - See additional CALGreen notes on Demo Plan. Note - Excavated Soil: Excavated soil shall be disposed of or recycled in a legal manner. -Verify destination w/ owner. Note: Total GRADING < 50 C.Y. EROSION CONTROL REQUIREMENTS NPDES - Discretionary Project: "Conditionally Exempt" National Pollutant Discharge Elimination System (up to 2 acres disturbed) 1. The contractor is required to submit a certification statement to the city stating that the contractor will implement construction BMP (Best Management Practices). 2. Erosion control measures shall be in place during the rainy season between November 1st and maintained until April 16th. 3. A temporary erosion control plan with details for devices may be required by the city. The contractor will be responsible to provide that plan. Specific Methods For This Site: 1. All temporary stockpiles of excavated soil and new grading materials shal be covered with durable tarps to prevent erosion and sediment runoff. Covers shall be sufficiently secured or weighted against storm winds. 2. Use straw bales or straw filled burlap tubing or other filter wattle across south side yard and driveway areas to filter any sheet flow drainage of construction area. CALGreen Code Reqmts. 4.016.2 - Construction Storm Water Drainage and Erosion Control : Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage strorm water during construction. One or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, guttter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinace. PROJECT DESCRIPTION: Master Suite Addition CODES: This project consists of interior remodeling and structural alterations and an addition to a 1-story single family residence: CBC Occupancy: R-3 dwelling and attached U private garage CBC Construction Type V-B, non-sprinklered The design and all work on this project shall comply with the following codes with California Amendments and local ordinances: 2019 California Residential Code 2019 California Mechanical Code 2019 California Plumbing Code 2019 California Electrical Code 2019 California Energy Code 2019 CALGreen Code City of Ventura ordinances and code amendments. BLDG. AREAS & LOT COVERAGE (Bldg. Footprint) Exist'g House 1,596 s.f. Exist'g Garage 420 Exist'g Porch 88 Exist'g Patio Cover 192 New Addition (max.) 994.0 max. New TOTAL AREA 3,290.0 s.f. Lot Size 9,400 s.f. 35% Maximum Allowable Coverage = 3,290 s.f. Existing Percentage of Bldg. Coverage: 2,296 s.f. / 9,400 s.f. = 24.4% New Percentage of Bldg. Coverage w/ Addition: xxx.x s.f. / 9,400 s.f. = xx.x% = xx.x % < 35% Site Legend: EM = Electric Meter MS = Main Switch GM = Gas Meter SOV = Shut-Off Valve UG = Underground ⅊ = Property Line FG = Fin. Grade FS = Fin. Surface Paved TC = Top of Curb TW = Top of Wall HP = High Point PP = Power Pole AD = Area Drain POC = Point of Connection PUE = Public Utility Easement STE = Street Tree Easement XXX.XX FS (XXX.XX) Elevation Point (N) Elev. Ht. ( Exist'g. Elev. Ht. ) of Fin.Grd. u.n.o. Surface Type Surface Drainage 0 5 10 15 20 1" = 10' - 0" Site Plan 28'-0" P r o p e r t y L i n e 105.00' P r o p e r t y L i n e 44.48' P r o p e r t y L i n e 66.63' P r o p e r t y L i n e 49.75' P r o p e r t y L i n e 9 1 . 4 4 ' T a f t A v e n u e T a f t A v e n u e 2 8 ' - 0 " ∠ = 128° 41' 36" R = 25.00' L = 22.82' P a r k w a y C u r b a n d G u t t e r S i d e w a l k P a r k w a y C u r b a n d G u t t e r S i d e w a l k (E) Drive Access Front Lot Line Midpt. Av. Lot Depth 114.83' (E)Garage 420 s.f. Existing House 1-Story 1,596 s.f. 10'-10" 27'-7" 25'-0" 23'-0" 5'-0" S.Y. S.B. S.Y. S.B. F.Y. Setback C o r n e r S . Y . S e t b a c k 5'-0" R.Y. Setback 4" Block Fence on Property Line 25'-0" 10'-4" (E) Gate 43'-2" ( E ) G a t e P a r k w a y S i d e w a l k 27'-4" ( E ) E . M . & M S 2 0 0 A . Exist'g. Avocado Tree Meas'd. ( E ) D r i v e w a y R e m o v e d 4" Block Fence on Property Line (E) C o n c. W a l k (E) C o n c. A p r o n (E) C o n c. P a t i o 1 0 ' - 0 " OWNER: Bill Bigler 171 Taft Avenue Ventura, CA 93003 PROJECT ADDRESS: 171 Taft Avenue Ventura, CA 93003 A.P.N. 088-0-122-025 ZONING: R-1-7 Single-Family Residence (House built 1961) Design PROGRESS 1 June 2022 N o r t h NOTE - House Location and Boundary Walls: The location of the house on the lot and walls at property lines are shown as best as can be determined by the architect without the benefit of a civil engineering boundary survey. Any work involving the property line fences and retaining walls should not be started without obtaining a boundary survey. New Addition 936 s.f. gross (max. 994 s.f.) 25'-0" R15'-0" City Min. Req'd. (E) Driveway To Be Removed (E) Dr ive wa y To Be Re mo ve d (E) Drive Access 12'-0" Min. Backup (N) Drive Access N e w D r i v e w a y (E) Patio Cover 192 s.f. (E) P o r c h 88 s.f. Irregular Lot Front Setback Calculation: Averge Lot Depth = 114.83' 20% x 114.83' = 22.966' = 22.97' Front Setback = 23'-0" Rear Line Midpt. T-1 Project Info & Site Plan Randy Harvill, Architect 190 Camelia Way Ventura, CA 93004 805-323-5667 RHArchitect@earthlink.net RHA Rev. issue date Architect's Seal -- 1st plancheck April 2, 2022 Sheet Information Job No. 22-0525-100 Initial Date May 25, 2022 Drawn R. Harvill Checked Scale AS NOTED Sheet No. Title © Randy Harvill, Architect, 2022. All rights reserved. These plans are copyrighted and are subject to copyright protection as an "Architectural Work" under section 102 of the Copyright Act, 17 U.S.O. as amended December 1990 and known as "Architectural Works Copyright Protection Act of 1990. The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of the design. Under such protection, unauthorized use of these plans can legally result in the cessation of construction or buildings being seized and/or compensation to Randy Harvill, Architect. These plans are copyrighted instruments of service and remain the property of Randy Harvill, Architect. Notes, drawings, details, and other information contained herein are property of the Architect and shall not be reproduced or copied directly or indirectly in whole or in part without the written consent of Randy Harvill, Architect. Master Suite Addition for: Bigler Residence 171 Taft Avenue, Ventura, CA 93003