R-2022-049 - A1.2 Site Plan�1e1[ll:,�i�tlli►li:7e1��[�11
1. PLUMBING FIXTURES (WATER CLOSETS) AND FITTINGS
(FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH SPECIFIED
PERFORMANCE REQUIREMENTS OF 2019 CALIFORNIA GREEN
BUILDING REQUIREMENTS
2. JOINTS AND OPENINGS; ANNULAR SPACES AND AROUND
PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN
PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE
PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH
CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD
ACCEPTABLE TO THE ENFORCING AGENCY.
3. A MIN. OF 65% OF THE CONSTRUCTION WASTE GENERATED AT
THE SITE IS DIVERTED TO RECYCLE OR SALVAGE.
4. WHERE LOCAL JURISDICTION DOES NOT HAVE A
CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE,
A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE
SUBMITTED FOR APPROVAL TO THE ENFORCING AGENCY.
5. 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL
COMPLY WITH THE VOC EMISSION LIMITS DEFINED IN THE
COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHRIS), LOW
EMITTING MATERIALS LIST OR BE CERTIFIED UNDER THE
RESILIENT FLOOR COVERINGS INSTITUTE (RFCI) LOORSCORE
PROGRAM.
6. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL
AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE.
PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO ANY WORK TO
COMMENCE WITHIN THE PUBLIC RIGHT OF WAY, WHICHEVER COMES
FIRST, THE OWNER AND/OR THE CONTRACTOR SHALL OBTAIN AN
ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS DEPARTMENT AT
(408) 7773354 FOR REQUIREMENTS AND PERMIT. ALL
ENCROACHMENT PERMITS REQUIRE A CERTIFICATE OF LIABILITY
INSURANCE AND A SEPARATE ENDORSEMENT NAMING THE CITY OF
CUPERTINO AS ADDITIONAL INSURED AS WELL AS A VALID CONTRACTOR
LICENSE (NOTE: LICENSE B CONTRACTORS ARE ONLY PERMITTED TO
PERFORM WORK ON -SITE AND WILL NOT BE PERMITTED TO PERFORM
WORK IN THE PUBLIC RIGHT OF WAY).
NOTES:
A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY
AND MORE OFTEN DURING WINDY PERIODS TO PREVENT VISIBLE
DUST FROM LEAVING THE SITE; ACTIVE AREAS ADJACENT TO WINDY
PERIODS; ACTIVE AREAS ADJACENT TO EXISTING LAND USES SHALL
BE KEPT DAMP AT ALL TIMES, OR SHALL BE TREATED WITH
NON -TOXIC STABILIZERS OR DUST PALLIATIVES.
b. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE
MATERIALS OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST 2 FEET
OF FREEBOARD;
C. PAVE, APPLY WATER AT LEAST THREE TIMES DAILY, OR APPLY
(NON -TOXIC) SOIL STABILIZERS ON ALL UNPAVED ACCESS ROADS,
PARKING AREAS AND STAGING AREAS AT CONSTRUCTION SITES.
d. SWEEP STREETS DAILY, OR MORE OFTEN IF NECESSARY
(PREFERABLY WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS
CARRIED ONTO ADJACENT PUBLIC STREETS.
IF THE PROJECT DAMAGES THE CITY'S SIDEWALK, DRIVEWAY, OR
CURB AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE
PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE
ANY BROKEN CONCRETE (EXISTING OR DAMAGES BY THE PROJECT)
AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. AN
ENCROACHMENT PERMIT WILL ALSO BE REQUIRED."
"CONTRACTOR SHALL PROTECT EXISTING TREE AND TREE ROOTS FROM ANY DAMAGE.
TREE PROTECTION SHALL BE INSTALLED PER CITY STANDARD DETAIL 6-4."
STORM WATER SURFACE OR ROOF DRAINS AND OTHER GENERAL SURFACE WATER
RUNOFF, SHALL NOT BE DISCHARGED TO THE SANITARY SEWER
NOTES:
NO CHANGES BEING PROPOSED TO THE LANDSCAPE AND HARDSCAPE.
ALL RAIN WATER LEADERS WITH SPLASHBLOCKS DIVERTED TO
LANDSCAPE VIA NATURAL EXISTING SWALES
ALL DRAINAGE PER PUBLIC WORKS REQUIREMENTS
SITE WILL BE GRADED DURING CONSTRUCTION TO MAINTAIN POSITIVE
DRAINAGE AND GRADE 8" BELOW WOOD. SLOPE AWAY FROM EXTERIOR
FOUNDATIONS TO BE 6" MIN WITHIN 10 FEET (5% MIN). AT IMPERVIOUS
SURFACES, A MIN, 2% SLOPE IS PERMITTED
NOTES:
PLEASE VERIFY ALL EXISTING SETBACKS ON SITE
PLEASE VERIFY THE FENCE IS ON THE PROPERTY LINE CONTRACTOR TO
VERIFY ALL SITE SETBACKS PRIOR TO CONSTRUCTION
PUBLIC WORKS' NOTES:
1) APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR
CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS,
OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTING
IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A DEPARTURE
FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE
CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR
DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED,
AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR.
2) CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING,
STORM DRAINAGE, AND PUBLIC IMPROVEMENTS.
3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO
ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
6) UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE
WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL.
7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN
SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING
SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL 15.
8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR
FINAL INSPECTION.
9) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY
FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS.
10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM
THE PUBLIC WORKS DEPARTMENT.
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LOT 161
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N 90°00'00" W 85.00
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239.39
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240.0 - (0 240.05
NDR o STEP 5% 24016 WALNUT I ALL RWL TO HAVE SPLASH
- - - - >, v 240.00 HDR I BLOCKS
-- -- -- -- --
8'-11 O 239.9 i 239.98 239.45
240FNC,07 OOF OVERHA G ,, a_ _- - STEP _________ -- G
0' L4o.34 240.17 iX - I I ALL WATER TO BE DIVERTED TO
0- 4uR HDR G I I 2�J.-$3 I EXISTING LANDSCAPE VIA
239.0 HDR 18'_104" BUBBLERS
o vjH�R SLOPE EAVE 8 +I DECK + I L SLOPE I,00� OVERHA I
I a 5% I ------ SLOPE 5% AWAY FROM HOUSE
250.04 258.89 I I I � G 5%
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" I 24012 I i iX F39.82 Oo TOWARDS THE STREET
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NATURAL p l XISTI AIR/2X2 FAO. 6 PEAK I 241.97 i 91-104" O
LOT 164 SILL I '
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241.62I FIRST 6 1 REED„ 1, ELM
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WALL I 't101" I _ G4�ECK G/DECK i I ADDITION
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L LLLLLLL}L�����`�� EAVE/TYP FAVE/T P� J 240.02 -- LINE
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4 I NATURAL I DOUBLE I I
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FRONT YARD AREA = 85x20= 1700 SFrt
1 ) LLLLLLLLLLL LLLL ` i TILE BOX CREP 1 ,�� SWALE I 20"TREE-------� OUTLINE
40% = 680 SF fR�E LLLLLLLLLLLLLLLLLLLL �L PE I 40.11 / M�T E J FENCE
PRQTECTIQNI LLLLLLLLL LLL LLLLL 5% ! i LAG i _ w
- FL CE I LL LLLCci- LLLL 1 IMPERVIOUS AREA = 406+ 81- 487 SF < 680 SF j l i j LLL 0 L LLLL1 LLLL o LANDSPAPE MIN 6 i i 11 2: 839TREE I FLOOR SECOND
NEW HARDSCAPE PAVER DRIVEWAY 406 SF 11 -LL LLLLLLk LLLL z AREA 1 11-EtGf i oo N
1' �LLLLLLLLLLLNLLL Q 1 N PODOCARPUS I ADDITION
ROT TED 1 1 = 250.24 LANDSCAPE 1 w
LANDSCAPE AFFECTED IN FRONT - 250.28 + 100 0.5 1 LLLL�l. L LL I�Df 2f`r6 1 1 I LLLL'l"1LL LLL1L °'w IAREA 100 SIF 1 I EXTERIOR LED LIGHT TO MEET T24
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239.82 1 I ° 239.88 ° 239.66 ° 239.60 i MYRTLE PISTACHE WM 239.19
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wm
z I �UYZ 1 ° ETER -
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FLAG 239.18
a I d PROTECT CITY STREET ° PROTECT CITY STREET
239.83 `" �-�a� � -a � E BW --
JP I 232.72 ° °23�.29 �39.54 I° TREE WITH STANDARD °
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239.46 Z z I TO SS MAIN
SIS
FC U) N I 239.26 239.17 239.11 (E) SEWER
OM w 1X BW/DWY FC/1.45 GTR FC I LATERAL 238.83
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NORTH
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AC
SCALE : 1/8"=1'-0"
N 90°00'00" E 326.79
HORIZONTAL CONTROL / PROPOSED SITE PLAN
NO CHANGES TO LANDSCAPE, HARDSCAPE
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F �O
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OTES
rPLEASE
PART OF A SET & IS NOT TO BE USED ALONE.
OT SCALE THE DWG.
3. ANY DISCREPANCY OR ERROR IN DWG AND FIELD NEED TO BE
BROUGHT
TO THE ATTENTION OF ARCHITECT PRIOR TO CONSTRUCTION.
4. THESE PLANS AND PRINTS ARE OWNED BY THE ARCHITECT & ARE FOR USE
ON THIS PROJECT ONLY
5. COPYRIGHT 0 OF ARCHANA JAIN.
SHEET NAME :
PROPOSED
SITE PLAN
REVISIONS BY
DRAWN:
CHECKED:
DATE:
5/6/2022
SCALE:
AS SHOWN
JOB No.:
SHEET No.:
Al e2