2003-7763 G (Plans) GENERAL NOTES V -1.299 X 0.7 X 0.6"/12 " X 53,000 - 2409.45 CU. Fr. _ TOTAL AREA OF NEW IMPERVIOUS SURFACES =13,593.76 SQ. FT. RIGHT
OF WAY NOTE REVISION
2,409.45 CU.FT. /10,240.00 FT. - 0.23' (HEIGHT) - 3" H. - - ' - - - - _ _ _ 01/23/2003
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I .The contractor shall verify all dimensions and elevations before starting work, and shah PROPOSED: 6" HIGH BY 18" WIDE MOUND Owner
is to obtain a construction permit from the Engineering Department at least 48
discrepancies. p notify the designer Immediately of any h riot
t0 wo rkin g , n the p ublic rig o f way Failure to do SO will result in an
_ ours I
2. Dimensions, notes and details shall take precedence over scale. All dimensions plans are nominal. issuance of a stop work notice
and double permit fees. Is the responsablllty of the
owner to know where the location of the p r o perty line is
3.All work shall conform to the r eq uir ements of the latest approved edition of the U.B.C., and all local and 5tate codes AREA DESIGNATED FOR 5TORM WATER POLUTION CONTROL
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ordinances and regulations. 2
AREA TO BE COVERED BY GRA55 `
A
O
PEA TO BE COVERED BY GRA55 UTILITY NOTE
4. The contractor shall take all necessary precautions to locate and protect any underground or concealed conduit, ` � � All utilities
serving this site shall be installed underground
plumbing or other utilities where new work is being performed. 0
5. The contractor shall maintain aN safety measures, and shall be solely responsible for conforming to all local, state and • 200,0
DRAINAGE NOTE
federal safety and health standards, laws and regulations. - • `
. • No concentrated drainage flow are permitted over adjacent property fines.
G. All ductwork shall comply with Chapter 10, UNC. • `
• • . • Water is to drain away from structures for a minimun of 5 feet at 2 percent and be
7. All umbra fixtures where required shall be on the CEC approv list.
p l u mbin g approv ' ` ' • ' - ' • ' • ' ' -' • ' ' - ' - ' • ' - conveyed to an approved drainage
facility.
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8. Doors and windows shall be fully weather'stn 201.1 pped. • ` • ' • - • ' • ' • - • ' • ' • ' • ' '
• ' • ' • ' • ' ' • ' • ' ' • ' • EARTHWORK NOTE
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9. All openings shall be caulked and sealed, i.e. joints In windows, sole plates, openings for pipes and wiring. • ' ' • ' ' • ` • ' •
` • + - Earthwork, cut or fill, Lich is over 50 cubic yards, requ 811
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10. Interior finish must conform to the requirements of chapter 42, U.B.C. additional Engineering Grading Permit
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T` .... .... ..... .. ....- -.:.
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I I. Manuf. doors and windows shall meet AN51 standards. SEWER EA . ^ • • . • ` . . • ` ` ` _ ` '
• . DRIVEWAY 64' LONG BY 20' WIDE
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12. General lighting at kitchen and baths shall provide 25 lumens minimum. STAMPED 4" TICK CONCRETE FLOOR
` ` ' - ' ` • ' • . ' . ' • . • . `
201 •. �. �. .•.
. . . . . .. ' . . WiTH 6.875 % SLOPE
3. Cont r actor shall verify soils conditions. Soil cord bons shall meet or exceed P.5.1. .
I I . . .'
v - WN . • . 202. 1 - 3.6
14.General contractor shall obtain all necessary permits. . \
. 04.25
15. Unless otherwise shown or noted, typical details and general notes shall be used whenever applicable.
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16. Cleaning and Protection SECTION A A 201.5
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General, during handling and Installation of work at project site, clean and protect work in progress and adjoining work - ' " '
• ' ' ' . . .-A REA TO BE COVERED BY GRA55
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on a basis of perpetual maintenance. Apply suitable protective covering on newly installed work where reasonably required to ' • . . ..
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ensure freedom from damage or deterioration at time of substantial completion, otherwise, clean and perform maintenance • ' • - -
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.... .. .... ... ENT NC
� ?9&4 %. 'GATE .
on newly installed work as frequently as necessary through remainder of construction period. Adjust and lubricate operable . ' . .� .
205 - - - -
components to ensure operability without damaging effects. Upon completion of work, project site to be cleaned ready 207.75 ` • ' • ` - ` • '
` ' • - • • • ' • ` • ` • ` • ' • ' • • • ` • ~- 205.75 • ` • ' • ' '
for occupancy.
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17. Contractor hereby guarantees to the owner that all materials fixtures and equipment furnished to the project are new WN ` • • _'
GEO 5YNTETYC MATT IF ' ` • - '
unless noted otherwise. Contractor also warrants that all work will be of good quality and free from aN faults and defects. 203.25 . •
. ` . • . • . • . ` : ;.' ' . . ELE R . • .
LONGITUDINAL SLOPE > 2% A L =208.0 r •' - •' • 205.25
18. Contractor shall arran and pay for all tem ry utih services and connections durin construction. DRAIN • - ..... .... 1P
_ .. LIB ..., . .
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19. No trenches or excavations five (5) feet or more in depth Into which a person is required to descend wt* be allowed. SECTION 13-E3
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20. Automatic fire sprinklers shall be installed as specified in Chapter 38. (Note - An NFPA 13D system may be Installed)
5pnnkler plans shall be submitted to the Fire Department for approval. LIME . .� . ' . j . ` -
207.5 . • . .: .% . . . . -NOTE
208 ....
2 1 . Brush clearance- Prior to beginning of construction, the building site shall be cleared of brush in a manner of satisfactory to
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the fire Chief. Contact the Fire Department for approval prior to beginning construction. 1 207.3
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208
DRIVE WAY OF WA5H' flN1511 CONCRETE W ITH . ,. j • . . , _ _ -
... ....... ..... 1
= 6" HIGH BY 18" WiDE DIRT MOUND COHERED W GRASS
DIAGONAL SCORE JOINTS CUT 3' O.C. • ' • '�
12' WIDE COLORED CONCRETE TRIM ,
• - ` • • ` ` • _
SKEET INDEX •.. . .'... ^ ... ..'.'.
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208.8 ` . ` . . •_. _: 2 ABSORT16NWELLS
A -1 . 51TE PLAN AND STORM DRAIN CONTROL • • •'- -
207.8 , - • �- • - - 206.9 >`
A -2. FLOOR PLAN FIRST FLOOR Ili TER
F.F. 208 5 A
A -3. FLOOR PLAN, SECOND FLOOR � - •'.. • ,. - 209. I CONCRETE DRIVEWAY BE 296 TOWARD
® . LINE . Q
A -4. ELEVATION, NORTH -SOUTH 25 1 . ' . ' ' ' . '
... .. ... THE WATER POLLUTION CONTROL AREA
A-5. ELEVATION, EA5T -WE5T No U •. -
y PERMIT REUI
QRED ONLY .... � • . � .. • . . ' . ' . ' ... " " >. N
A -6. SECTIONS A-15 - -
4RACIN .
. . ,- . , - NEW ROCK LINED 30 WIDE BY 12 DEPTH
POOR STORM WATER PIx.LU . • . . • . . - - -
A -7. SECTI C -D c . *
A -8. DOO 5, WiNDOW5 5HEDULE5 R�Qt1�MENTS AND PUDUC- - - - DRAINAGE DITCH TO BE CONSTRUCTED ALONG LOT LINE
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CORD AGTUAI. C,RADI IS . ' . . CU
A -9 CANOPY IN MAIN ACCESS 208 . . . .
X T UAN 50 CU Yd b . CONCRETE WALKWAY WITH SCORE "NTS As - - c , • • • . •,• = • .. • . - • • • •
V
A- 10. INTERIOR DETAILS
5 - . I STRUCTURAL ETAILS • �• .' S EXISTING CONCRETE DITCH TO BE REMOVED �
5-1.2 STRUCTURAL DETAILS 207.2 10,240 SQ. FT. PUBLIC STORM DRAIN EASEMENT
ca
. ' . ' . _ ca
5-1.3 STRUCTURAL DETAILS ' • ' ' •
5 -2 FOUNDATION AND FIR5T FLOOR . ' '' ''' ' ' ' . AND STORM WATER POLLUTION CONTROL
5 -3 SECOND FLOOR • • • • •
5 -4 ROOFING SCHEDULE _ , : • . • .' .'' ' • .' .' .' .' • * ANY MODIFICATION TO THE SITE BMP MUST BE APPROVED M
W
5 -5 STRUCTURAL DETAILS NOTES 3 12 BY THE CITY OF ENCINITAS ENGINEERING DEPARTMENT
5 -G STRUCTURAL DETAILS NOTES 5 '
5 -7 STRUCTURAL DETAILS NOTES '
M- I .MECHANICAL PLAN, FIRST FLOOR � s, • • • - • �
M - 2. MECHANICAL PLAN, SECOND FLOOR ® � DEVELOPMENT DATA VICINITY MAP 14i
E- I .ELECTRICAL DETAILS 209.6
E -2. ELECTRICAL FIR5T FLOOR ADDRESS: 3319 WILDFLOWER VALLEY DR.
E -2. ELECTRICAL SECOND FLOOR 209.3 POOL 20 'X 401 ENCINITAS, CA 92024 Z
L- I LANDSCAPE PLAN it LOT #: E I. WILDFLOWER ESTATES
T -1 . TITLE 24 PLAN 208.5 Coll WALKWAY WITH SCORE JOINTS As SHOW A. P. N .: 2G4 -09 I -69 a
O 209.1 51TE AREA: 1 .2 1 ACRE (52,708 S.F.) Z Z
DEVELOPMENT TEAM Construction Best Managment Practices (BMP)Note 2� 1 i .1 BUILDING: N Q a
Erosion control measures .(e. bonded fiber matrix, FI R5T FLOOR : 4,173.21 5.f. Z C
vegetative cover, jute matbngo must be implemented SECOND FLOOR: 4,G 18.88 5. F.
OWNER: JOHNNY HUANG 760.753.5576 2087 WANDERING RD r
where applicable to prevent soil erosion on site. PA L= 208.0 q (\G Sediment controlmeasures (e.g.siitfencing,fiberr
oft, GARAGE: 1 ,043.89 S.F. a
ENCI NITA5, CA 92024 detention basins) must be in place to prevent eroded I DECKS
soil from leaving site. Material managment BMP must 124 DRAINAGE D" LAY OF W ASH' F1 N15H coNCRETE wt 743 S.F.
O tw W C
also be followed to ensure no contact of rainwater DIAGONAL SCORE JOINT5 CUT 3 O.C. PORTE COCHERE : 519.77 5.F.
• 1 2' WIDE COLORED CONCRETE TRIM -
with materials that may contribute to water quality TOTAL FLOOR AREA : 8, 792.09 5. F. Bumann Rd
ARCHITECT: KEITH H51UEH 7GO.G35.0189 13751 PINES NEEDLE DR. degradation downstream (e.g. concrete or stucco FLOOR COVERAGE RATIO:
1 6.68
washout areas, covered storag areas for hazardous
DEL MAR. CA 92014 materials, placement of portable toilets over pervious
surface). ZONE: R -R.
THI5 PROJECT WILL COMPLY WITH THE 2001 e 1�k�`
- construction Best Ma nagment Practices (BMP) Note k ° � Wildflower Valley Or
STRUCTURE ENGINEER: ERIC WU 858.780.2536 CALIFORNIA BUILDING CODE (TITLE 24), WICH ADOPTS
No directly connected Imp ervious areas (DCIA) shall
be allowed. DCIA means storm runoff generated and v
oomeyed via impervious areas, such as roof, roof drain, SITE PLAN 1 "= l et 1997 EDITION U.B.C., 2000 UMC, 2000 UPC
AND 1999 EDITION N.E.C.
driveway, and street BMP measures shall be identified �- E/
on theslte plan. Most common measures are designated
CONTRACTOR: HCH CONSTRUCTION G 19.850.8877 829 BRACERO turf areas,wich receive rood drains and runoff from 21 I ' I �
mon I " = 16'
LIC# 777545 ENCINITAS, CA 92024 impervious areas. Turtand landscaped areas that are o Del Norte
desi gnated for BMP's shall be delineated on plans and ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DISTRICT �U
a note placed on p lans prohibiting modification or
removal of the BPM landscapa areas without
a City permit f�
REVIEWED BY DATE
REVIEWED BY DATE SIGNATURE EXPIRES 2 YEARS FROM DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DE#r, DESIGN Br DRAWN BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CHENG HSIUEH JESUS PEREZ CHENG HSIUEH
98 -140 TPM / EIA / MIN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR GRADING PIAN
HoRrzoNTU : 77 63 - G
C �
02 -070 ADR /MIN „� �: I": _ BY: 3319 WILDFLOWER VALLEY RD.
REVIEWED BY DATE CHENG HSIUEH EXP. DATE DATE z O ENCINITAS, CA. 92024 SHEET 1 of 1