HomeMy WebLinkAbout055-540-047 CF Site Plan for ExceptionSUBJECT
vv'
17-09
30129 0 T. 22N. R. 3E. M. D. B. &M. N8725'36"W
T SKYWAY EAST BOUND 1140 50
\ \ 63
Lot A 9.2,
\
COMMON AREA
(OPEN m
1.76Ac IncE)
\ 57 0 21 39
\ 1
99 .3ao 2.21
10.83Ac 57 Ac 2 O 19
. 4D ?
7s
16 96 OSAc 275Ac 16
30
31
17 -19 �PE 55 7 SB.E 872-4-2}3-4-5 34
�y 54 1.02A 230Ac SB.E 872-4-24-1 ry 2� 7 19
Lot B 1733 ofgAc
\ 52 4.08Ac I. A 7°7,4° 4
CLIFF ANGER LN 42
/ 1./1Ac 12fi 76 443 O 32 5 sggc 20
\ 1.1oac 1
185RS86 59 3 7 44 O '$ 15 'qc 21Q
BAY 1.20Ac 45 99 �Z,7j 31 � °q�
TREE 8 14 4c
DRIVE 1.33 46 30.54Ac �� 22 �Q
1 47 r'23j 30
J qg COMMON AREA 7 2 'E
P 13 23 �P
5 (OPEN SPACE) 12 29 a
y gs sqc 0�J4,
28 ? 24
I. SAc2 827
SUBJECT 2711 z5P
2.79A c 10 g2gc
4.27A7Ac
PARAPISE
55T54
1"=600'
03
COMMON AREA
WATER SUPPLY SYSTEM
u
BLUE OAKS TERRACE PH. I, 163 M.O.R. 34/41, 01-25-2005
BLUE OAKS TERRACE PH. II, 165 M.O.R. 61/64, 11-15-2005
55
O450.00 41
F137RS752100.00 30.23ACt
00
.00
e
20.67Ac - Fe
00 771.96
11 O
7568.58 1099.91
50000 5.05Ac 9 SD3Ar, 5.01Ac
10 h 17.23ACt
7 1-3
15
34.99Ac
90RS6 87PM903
694,00
14 24 23
14 13 12
114122 �6.94Ac 111M114 3. 5."A-
-INDIAN 59PM721 SPRINGS
36
All Assessors' naps are prepared for local property
assessment purposes ONLY. Parcels shown thereon may not
comply with e and local subdivision ordt'nances. No liability
� z Is assumed forr u use of information shown on any Assessors' nap,
W m ALL ACREAGES APPROXIMATE PER RECORDED INFORMATION.
45 W o .� Butte County Assessor's Map
Book 55, Page 54
G1 A55 A ROOF VENTILATION:
COMPOSITION ROOFING SEE ROOF PLAN 4 ROOF
OVER 1 5# FELT OVER 1/2" VENTILATION GALLS.
CDX RADIANT BARRIER
PLYWOOD OR OSB WITH Bd'S
AT 6", 12" G/G.
PITCH 6 / 12
NOTE:
PROVIDE PLASTIC OR
POLYSTYRENE BAFFLES
BAFFLES TO MAINTAIN 1 "
CLEARANCE BETWEEN
INSULATION 4 ROOF SHEATHING.
GRG SECTION R506.3.
1 2" ROOF OVERHANG
TYPICAL, U.N.O.
V TOP OF
WINDOW 10
3 GOAT STUCCO:
APPLIED OVER 2 LAYERS
OF GRADE D PAPER.
INSTALL 2" ABOVE PAVED AREAS
INSTALL 4" ABOVE SOIL.
26 GUAGE MINIMUM CRC,
R'7 03.7.2.1.
m
29 28
ROAD 32 33
ATTIC INSULATION
AS PER ENERGY GALG5
5/5" GYP. BD.
1/2" GYP. BD.
2" x 6" STUDS ® 16" G/G
CONTINUOUS
RIDGE VENT
TRUSSES a 24" G/G
DESIGN 4 GALLS BY OTHERS
CREATED BY SDT CREATED ON 9-5-2002
REVISED BY SL REVISED ON 02-23-2016
EFFECTIVE 2016-17 ROLL
Previous Book 55, Portion of Page 37
Compiled By The Butte County Assessors Office
5/5" GYP. BD.
WALL INSULATION
AS PER ENERGY GAL05 4" CONCRETE SLAB
GRAVEL FILL
SECTION A-6
6
SCALE: 1/4" - 1'-0" FOUNDATION DETAILS:
SEE STRUCTURAL PAGES FOR DETAILS
/
/
/
/
Or N
"0 2
�����d�d
0' BUILDING SETBACK LINE'
g` \ / o�� oho\ ` X00
/ I6 --
.40,N,
ELECTRICAL SERVICE: '_
CONNECT TO UNDERGROUND a o �c� Qw \ \
ELECTRICAL SERVICE.
EAVES 4 SOFFIT NOTES:
SOFT RESIDENCE
1 502
EAVES SHALL BE ENCLOSED WITH
102_-7
SOFT PORCH
AN IGNITION RESISTANT OR NON-
SOFT TOTAL
5.7,'! 9 6
COMBUSTIBLE MATERIAL IN
9.'1%
LOT COVERAGE
ACCORDANCE WITH GRG. SECTION
COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE
R337.7.4 (OPEN EAVES) 4
FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD
z�
R3337.7.5. (CLOSED EAVES).
C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT
EXTERIOR DOORS:
ALL EXTERIOR DOORS TO BE NOT
ORDINANCE.
I J Ul
<
LE55 THAN 20 MINUTES FIRE
DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER
RE515TANT IN ACCORDANCE WITH
MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDIN65 AND AID IN
vVI O
Q
GRG. SECTION R337.5.3.
EXTERIOR GLAZING:
-----------------------------------
ENERGY VALUES:
W
ONE PANE OF EACH WINDOW
SLAB-ON-GRADE: NO INSULATIOCRC,i
Z < V
SHALL BE TEMPERED AS PER GR
R-2 1 INSULATION ® 2"X6" EXTERIOR
<
}
SECTION R337.8
v/ Q
; WALL5
O
LU
ALL EXTERIOR WALLS:
; R-21 INSULATION 0 2"x6" INTERIOR
W�
ALL EXTERIOR WALLS SHALL BE
DEMISING (GARAGE) WALLS
W
ENCLOSED WITH AN IGNITION
;
RESISTANT OR NON-COMBUSTIBLE
; WINDOWS: LOW E, NON-METALLIC:
MATERIAL IN ACCORDANCE WITH
; U -FACTOR ® 0.30 MAX.
N
CRC.5ECTION R337.7
i
SHGG @ 0.23 MAX.
I
I
EXTERIOR PORCH GEILINC75:
R-38 ATTIC INSULATION @ HOUSE PLUS
ALL EXTERIOR PORCH GEILIN65 SHALL
R- 1 9 UNDER ROOF DECK (AT
BE IGNITION RESISTANT OR NON-
i ROOF RAFTERS)
COMBUSTIBLE MATERIAL IN
ACCORDANCE WITH CRC.. SECTION
R-5 MIN. INSULATED ENTRY DOORS
R331.1.6
RADIANT BARRIER SHEATHING**
ROOF GUTTERS:
; WATER HEATER: (2) ON -DEMAND
SHALL BE PROVIDED W/ MEANS TO
; MIN. EFFICIENCY FACTOR 0.93
PREVENT THE ACCUMULATION OF
; QUIET COOL WHOLE HOUSE FAN
LEAVES 4 DEBRIS IN GUTTERS. CRC,
; MODEL OC STL PRO -6.5
i
R 3 31.5.4.
� HVAC: FAU W/ 94%
I
I
EAVE NOTE:
i GOOLING BEER® 14
i
USE 5/5" LP FLAMEBLOCKO
; COOLING EER @ 1 1.7
OR 5/5" FLAME RETARDANT
PLYWOOD AT EXPOSED
I R_ 8 DUCT INSULATION
I
I
EAVES.
L -------- -----------------------J
GARAGE DOOR PERIMETER:
DOORS SHALL RESIST THE INTRUSION
OF EMBERS FROM ENTERING BY
PREVENTING GAPS BETWEEN DOORS 4
1NOTE
DOOR OPENINGS, ALL SIDES, TOP 4
BOTTOM, FROM EXCEEDING 1 /5" WITH
AI I INSPECTION MUST BE HERS
ONE OF THE FOLLOWING METHODS:
INSPECTED PRIOR TO ANY
1 APPROVED WEATHER-STRIPPING
INTERIOR FINISHES BEING
PRODUCTS.
INSTALLED. ALL IN5ULATION MUST
2 DOOR OVERLAPS ONTO JAMBS 4
BE VISIBLE FOR THE HERS
HEADERS.
INSPECTOR.
5&ARAGEDOOR JAMBE, 4HEADERS
COVERED WITH METAL FLASHING.
GBG 705A.4.
1 O' PLATE HEIGHT
FASCIA 4 GUTTER:
CONNECT TO 2"x3"
DOWN5POUT5
4" CONCRETE SLAB
FINISHED GRADE
a a
GRAVEL FILL
(E) ITALIAN GYPRUS� ��"������ ; PROP05�0 RES�D�NG��
qua b®�� '� 1 v+'
TEMPORARY STRAW ROLLS 6s -
♦ /y//yy�
\ "JCO
aoo \ •
/
1252 ' , _ \�\\ ( - ' FUTURE OUTDOOR KITCHEN
r , 5LPARATE PERMIT /
13
(E) SEPTIC W/ PUMP:
AS PER BUTTE COUNTY HEALTH \ ���. ="C• N /
DEPARTMENT REQUIREMENTS.
(E) POOL
/
/
i
NORTH
PLOT PLAIN
SCALE: 1 " = 20'-0"
SHAWN MAGNEILL 4 RYAN BECHHOLD
0-fric
OAKRIDGE CONSTRUCTION _ _
PHONE: (530) 864 7306 SHAWN (530) 624 1 453 RYAN
OAK RIDGECONSTRUrION EMAIL ADDRE55: 5hawn®OakRiL1ae0ab1nets.com RBechholLI@OakRidaeGabinets.com
3089
SOFT RESIDENCE
1 502
SOFT GARAGE
102_-7
SOFT PORCH
516018
SOFT TOTAL
5.7,'! 9 6
SOFT LOT
9.'1%
LOT COVERAGE
PROPERTY OWNER:
SHAWN MAGNEILL
1 1 125 MIDWAY
GHIGO, GA 9 5 9 28
PHONE (530) 864-7306
CONTRACTOR:
OAK RIDGE CONSTRUCTION
1 1 125 MIDWAY
CHICO,CA 95925
PHONE (530) 564-7306
SITE ADDRESS:
462 BATY TREE DRIVE
PARADISE, GA g5g69
NOTE: REMAINING SOUTHERLY CONTOUR LINES ARE NOT 5HOWN.
'36W/
\ 50175 W/ STRAW
ryas / \
NO SOILS
/ \
\ STOCKPILE
\
(SRADING: \ \ 1 2 P
THE LOT SHALL BE GRADED TO DRAIN
SURFACE AWAY FROM (N) FOUNDATION
WALL5. THE GRADE SHALL FALL A ` \
MINIMUM OF 6 INCHES WITHIN THE FIRST \
10 FEET. GRG R40 1.3
CALGREEN NOTE
DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE
\
IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT
EROSION 4 RETAIN 501L RUNOFF ON THE 51TE:
A.) RETENTION BASINS OF SUFFICIENT 51ZE SHALL BE UTILIZED TO RETAIN STORM
..
WATER ON THE SITE.
Ln
r
B.) WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM,
COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE
ul®
FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD
z�
APPROVED BY THE ENFORCING AGENCY.
C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT
lu
_A
ORDINANCE.
I J Ul
<
METHODS TO MANAGE SURFACE WATER INCLUDE: 5WALE5, WATER COLLECTION AND
DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 4 OTHER WATER
MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDIN65 AND AID IN
vVI O
Q
GROUNDWATER RECHARGE.
EROSION CONTROL PLAN:
1.) NO 501L DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT
OR GRADING PERMIT.
2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL.
3.) ER05ION CONTROL MEASURES SHALL BE IN PLACE AT ALL TIMES.
4.) SOILS TRACKED OFF 517E INTO STREETS SHALL BE GLEANED UP AT THE END OF
EACH WORK DAY.
5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE 5TOCKPILE5 SHALL BE
COVERED PRIOR TO A FORGA5TED RAIN EVENT.
6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED 4 ADJUSTED
ACCORDINGLY A5 THE 51TE CHANGES 4 AFTER RAIN EVENTS.
7.) EROSION CONTROL MEASURES SHALL BE MAINTAINED.
5.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. 4 TOOLS AT ANY OTHER
LOCATION THAN A DESIGNATED CONCRETE WA5HOUT 15 A VIOLATION OF LAW 4
SUBJECT TO FINE.
MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL05
2215-1 SAMSON AVENUE, CORNING, CALIFORNIA 96021
PHONE: (530) 321 -7242 CELL
EMAIL ADDRE55: AlphaMax47@6Mail.com
353 RIO LINDO AVENUE #200, CHICO, GA 95926
(530) 592-4407 WORK
EMAIL ADDRE55: Ryland®5ummitChico.com
G:/Users/Lynn/Documents/Chief X 1 2 Plans/Oak Ridge - Shawn MacNeill/MacNeill Residencedayout
OWNER: SHAWN MAGNEILL
PHONE: (530) 564-7306 SHAWN
EMAIL ADDRE55: 5hawn@oakRidgeGabinets.com
ARCH E 1
30"x42"
WHILE EVERY ATTEMPT HA5
BEEN MADE IN THE
PREPARATION OF THI5 PLAN
TO AVOID MISTAKES, THE
MAKER CANNOT GUARANTEE
AGAINST HUMAN ERROR.
BUILDING CONTRACTOR /
HOME OWNER TO REVIEW AND
VERIFY ALL DIMENSIONS,
SPECS, AND CONNECTIONS
BEFORE CONSTRUCTION
BEGINS.
DRAFTING BY:
(530i89WH
1 -0555
IlYr-AMORE VALLEY ROAD
GHIGO, CALIFORNIA 9 5 -1-7 3
LYNNSMITH52DATT.NET
ENERGY GALC5 BY:
,'' GOLDEN 5UN
00,
0-DE51GN5
MAX
RAMIREZ
SUMMIT
STRUCTURAL DESIGN
THESE PLANS HAVE
BEEN REVIEWED
ONLY FOR
COMPLIANCE WITH
ATTACHED
STRUCTURAL
CALCULATIONS.
THE ENGINEER'S
STAMP ON THIS
PLAN 15 VALID
ONLY WITH A
LETTER 516NED BY
TH15 ENGINEER FOR
EACH UNIQUE BUILD.
0 074 C
OAK RIDGE CONSTRUTION
LIVABLE:
3089 5gFt TOTAL
GARA 6E:
1 502 SgPt TOTAL
COVERED
PATIO:
1 1 2 5GI,Ft FRONT
11 15 5gFt REAR
102-7 SgFt TOTAL
DATE:
4/28/2020
5GALE:
5HOWN
V0s�
U �lll'1 U
SHEET
O
a COPYRIGHT 2020
CI�IT�LYNN SMITH - DRAFTIN6
199 SYCAMORE VALLEY ROAD,0HI0O,CA 95973
y��-bev (530) 59 1-0555 WORK �®
„�rr.,�, EMAIL ADDRESS: LynnSmith32®ATT.net
V
..
Ln
r
q_Z
<�t
ul®
z�
x
L
lu
_A
�
I J Ul
<
.,
W Lo
vVI O
Q
W
0
Z < V
QW
<
}
Id
v/ Q
O
LU
lu
W�
ff
W
r
N
LIVABLE:
3089 5gFt TOTAL
GARA 6E:
1 502 SgPt TOTAL
COVERED
PATIO:
1 1 2 5GI,Ft FRONT
11 15 5gFt REAR
102-7 SgFt TOTAL
DATE:
4/28/2020
5GALE:
5HOWN
V0s�
U �lll'1 U
SHEET
O
a COPYRIGHT 2020
CI�IT�LYNN SMITH - DRAFTIN6
199 SYCAMORE VALLEY ROAD,0HI0O,CA 95973
y��-bev (530) 59 1-0555 WORK �®
„�rr.,�, EMAIL ADDRESS: LynnSmith32®ATT.net