HomeMy WebLinkAboutB22-3933 SITE PLAN Revised 12-21-221 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
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8010W WWWWWWWEEEEE
E
E
GASGA SG ASG AS(E) SEPTIC TANK LOC. BY BUTTE CO. AS-BUILT
AND (E) LEACH FIELD APPROXIMATED PER
BUTTE CO. AS-BUILT (CONTRACTOR TO
VERIFY LOCATION OF TANK AND LEACH FIELD
PRIOR TO CONSTRUCTION)
CONTRACTOR TO VERIFY INLET OF SEPTIC
TANK TO ENSURE MIN. 1/4" PER FT. FALL FOR
WASTE WATER SYSTEM OF NEW HOMES IS
REQUIRED AND TO ESTABLISH FINISH FLOOR
ELEVATION TO ALLOW FOR PROPER DRAIN
LINE SLOPE TO (E) TANK.
FOUNDATION TO BE MIN. 5' FROM SEPTIC &
LEACH FIELD
(N) WATER LINES TO BE MIN. 5' FROM (N) OR
(E) LEACH FIELD
ALL (N) PG&E UTILITIES TO BE MIN 10' FROM
(E) LEACH FIELD
(E) LEACH TRENCH APPROX.
PER BUTTE CO. AS-BUILT
(N) POWER LINE
P R O P ER TY LIN EPR
OPERTY LINE
(E) WATER METER
1 1/4" PVC SCHED. 40
WATER LINE
APPROX. UTILITY TIE
COORIDINATED w/
PG&E BY OTHERS
PROPOSED RESIDENCE
13' - 3 1/2"18' - 3 1/2"(E) CONC. SEPTIC TANK APPROX.
PER BUTTE CO. AS-BUILT
(N) CONC.
DRIVE
(E ) C O N C . D R IV E
10' P.U.E.10 ' S ETB A C K 10 ' S ETB A C K
P R O P E R TY LIN E
P
R
OPE
RTY
LINE
20' MIN. BUILDING SETBACK
5' MIN.(N) PROPANE TANK
BY OTHERS 28'PROJECT SITE
Engineering,RANCHOInc.RANCHO ENG. JOB:RANCHO ENGINEERING INC. DOES NOT REPRESENT THAT THESE PLANS OR ANY SPECIFICATIONS IN CONNECTION THEREWITH ARE SUITABLE WHETHER OR NOT MODIFIED, FOR ANY OTHER SITE THAN THE ONE FOR WHICH THEY WERE SPECIFICALLY PREPARED. RANCHO ENGINEERING INC. DISCLAIMS RESPONSIBILITY FOR THESE PLANS AND SPECIFICATIONS IF THEY ARE USED WHOLE OR IN PART AT ANY OTHER SITE. PLANS ARE NOT VALID UNTIL REVIEWED AND APPROVED BY APPROPRIATE GOVERNMENTAL AGENCIESDRAWN BY:
CKD. BY:
DATE:
REVISION:6067 SKYWAY, PARADISE, CA 95969Phone: (530) 877-3700Fax: (530) 877-3700DRAWING NUMBERCIVIL - STRUCTURAL - SEPTIC DESIGN
JARROD HOLLIDAY, P.E.
RANCHO ENGINEERING INC.
6067 SKYWAY
PARADISE, CA 95969
530.877.3700
ranchoengineering@gmail.com
STRUCTURAL/DESIGNER ENGINEER
GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION
SHALL BE SLOPE AWAY FROM THE BUILDING AT A SLOPE
OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (5%
SLOPE). PER 2019 CRC SECTION R401.3
SCOPE OF WORK:
NOTE:
THE BMP'S (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY
SEASON (OCTOBER 15 THROUGH APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON
WEATHER AND SITE CONDITIONS THROUGHOUT THE YEAR. THE BMP'S LISTED ARE MINIMUM
REQUIREMENTS AND ADDITIONAL BMP'S COULD BE REQUIRED BASED ON SITE CONDITIONS.
1. STABILIZED ENTRY: PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6"
DEEP OVER CONSTRUCTION GRADE FABRIC.
2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED ON A DAILY BASIS. WHEN
STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE
STREET.
3. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS.
4. ROCK BAGS (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT
SITE.
5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET.
6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS.
7. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR
SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION)
8. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW,
VISQUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION)
9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION
AWAY FROM SIDEWALKS AND STORM DRAIN INLETS.
10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND
SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN.
11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL
MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY
RAINFALL OR STORM WATER RUNOFF.
12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISQUEEN MAY
BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT
SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS.
13. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS
TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP'S.
MINIMUM EROSION AND SEDIMENT CONTROLS FOR
PROJECTS DISTURBING LESS THAN ONE ACRE
G-10
CODE ANALYSIS:
PROPOSED RESIDNCE:
USE CODE: R3 & U
ZONING: RR-5
USE: SINGLE FAMILY RESIDENTIAL
CONSTRUCTION TYPE: VB
SETBACKS:
ZONE: RR-5
FRONT: 20'
SIDE: 10'
REAR: 10'
MAX HEIGHT STRUCT.: 35'
KNOW WHAT'S BELOW
CALL BEFORE YOU DIG
(800) 227-2600
CALL TWO WORKING
DAYS BEFORE YOU DIG.
www.usanorth.org
811
NOTE: SITE SURVEY WAS NOT CONDUCTED BY E.O.R. FEATURES LOCATED (INCLUDING SEPTIC TANK)
VIA DRONE IMAGERY PROVIDED BY THE REBUILD PARADISE FOUNDATION.
THE ENGINEER IS NOT RESPONSIBLE FOR KNOWING THE CONDITION OF THE EXISTING SEPTIC SYSTEM,
NOR SHALL THE ENGINEER WARRANTY OR GUARANTEE THE PERFORMANCE OR LIFE SPAN OF SAID
SYSTEM. WATER CONSERVATION IS VITAL IN PRESERVING THE EXISTING LEACH FIELDS FOR AS LONG
AS POSSIBLE. ANY FUTURE REPAIRS TO THIS SEPTIC SYSTEM DUE TO LEACH FIELD FAILURE WILL
SURELY RESULT IN A COSTLY REPLACEMENT SEPTIC SYSTEM.
PROJECT DATA:
JURISDICTION: BUTTE COUNTY
ASS. PARCEL NO.: 066-100-023 (0.23 ACRES)
PROJECT DESCRIPTION: NEW RESIDENCE
(1,316 SQFT.)
OWNER: KEVIN RATTERMAN/ERIC RAMIREZ
PLAN INFO
BUTTE CREEK (MASTER PLAN)
MP21 - 0017
GARAGE LEFT DEN OPT. 2 BED/2 BATH
THIS PROJECT WILL CONSIST OF THE CONSTRUCTION
OF A 1,316 SQFT. 2-BED/2-BATH TO REPLACE
STRUCTURE PREVIOUSLY LOST TO FIRE IN MAGALIA,
CA. THIS PROJECT HAS APPROVED MASTER PLAN
PER THE "PLAN INFO" BOX ON THIS PAGE SITE PLANC1
TG
JPH
22-2506385 GLENDALE DR.MAGALIA CA, 95954APN# 066-100-023RATTERMAN /RAMIREZ -GLENDALE11/29/2022
1" = 20'-0"
SITE PLAN
N.T.S.
SITE LOCATION MAP
Applicant will install five (5) feet
of non-combustible material
extending five (5) feet
horizontally from the furthest
extent of the building to meet the
same practical effect as the
required 30 foot set back per
CCR Sec. 1276.01