R-2023-006 - A-00.02TREE PROTECTION NOTES:
1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF
PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR
PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY
RAISE OR LOWER THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE
GROUND LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, THE
ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE
TREE(S).
2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND ALL TREES ADJACENT
TO THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING
CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR -FOOT -HIGH FENCE
AROUND THE DRIP LINE, AND ARMOR AS NEEDED. THE EXTENT OF FENCING
AND ARMORING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. THE
TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION OR GRADING
IS BEGUN AND SHALL BE MAINTAINED IN REPAIR FOR THE DURATION OF THE
CONSTRUCTION WORK.
3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP
LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4. IF THE TRENCHING IS REQUIRED TO PENETRATE THE PROTECTION BARRIER
FOR THE TREE, THE SECTION OF TRENCH IN THE DRIP LINE SHALL BE HAND DUG
SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY
TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF
AN ARBORIST SHALL BE COMPLETED.
5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE
SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND
DESIGN OF TREE WELLS.
6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO
CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR
DUMPED UNDER A TREE.
7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY
TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER
CONSTANT SURVEILLANCE.
8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE LICENSEE, AS
DEFINED BY CALIFORNIA BUSINESS AND PROFESSIONAL CODE, TO PRUNE AND
CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE
ARCHITECT/ARBORIST WITH APPROVAL OF STAFF.
9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE
REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON.
10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING SHALL BE
PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE
SAVED.
11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE
FENCING AROUND TREES TO BE PROTECTED.
GRADING AND DEMO NOTES:
1. CONTACT PUBLIC WORKS, FOR DRAINAGE AND FINAL GRADE INSPECTION,
WHICH INCLUDES DRAIN LINES AND ROOF DRAINS/DOWN SPOUTS.
2. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY.
3. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA
ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION.
4. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION
PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES.
5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE
WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS
SOIL.
6. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND OR CABLE) SHALL BE
UNDER GROUND.
7. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR FINAL INSPECTION.
8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED
AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPE AREAS.
9. 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.
10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MIN.
DISTANCE OF 10 FEET MEASURE PERPENDICULAR TO THE FACE OF THE WALL.
WITH EXCEPTION:
A. IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE
INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE
STRUCTURE.
B. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION
SHALL BE SLOPED A MIN 2% AWAY FROM THE BUILDING.
11. (E) DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION.
GREEN BUILDING MEASURE NOTES:
1. DIRECT ROOF RUNOFF ONTO VEGETATED AREAS.
2. DIRECT RUNOFF FROM SIDEWALK,WALKWAYS,AND/OR PATIOS ONTO
VEGETATED AREAS.
3. CONSTRUCT DRIVEWAY WITH PERMEABLE SURFACE
FRONT YARD PAVING SURFACE AREA:
FRONT YARD: 20 X 75 = 1500 SQF
PAVING AREA:
DRIVE WAY/WALK WAY: 750 + 499 = 1199
PAVERS PERVIOUS MATERIAL LOW IMPACT DEVELOPMENT:
1199 / 2 = 599
(599 / 1500) X 100 = 39.9% < 40%
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7" FRAXINUS TREE
7" FRAXINUS TREE TO REMAIN
TO REMAIN
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7" QUERCUS
AGRIFOLIA TREE
TO BE REMOVED
6" LIGUSTRUM TREE 8" LIGUSTRUM TREE
TO REMAIN TO REMAIN
aCY PLANTS PER LANDSCAPE DESIGN
.. ALTISSIMATREE
10" AILANT
6" AILANTHUS ALTISSIMA
ALTISSIMATREE TO B�F REIN
TO BE REMOVED
15"IGUSTRU TREE
TO REMAIN 7'AILANTHUM
LTISSIMAT EE
0 BE REMOVED
1ST FLOOR C Y SETBACK LINE
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TO REMAIN
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EXTERIOR WALL LIGHT FIXTURE CUT SHEET
PRODUCT
PARAMETERS
DETAILS
BRAND DOUBLE CENTURY
MANUFACTURER DOUBLE CENTURY
5inch
ITEM WEIGHT 2.35 POUNDS
PACKAGE DIMENSIONS02 X 7.99 X 7.72
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ITEM MODEL NUMBERNCHES
COLOR DCS-19021 B
MATERIAL 3000K
SPECIAL FEATURES ALUMINUM
SHADE MATERIAL DIMMABLE
7.201nch
TYPE OF BULB GLASS, ALUMINUM
LED
-------------------------
Accessories
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Quality Aluminum
PROPOSED SITE PLAN
SC : 1/8" = 1'-0"
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ALTISSIMATREE
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TO REMAIN
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TO BE REMOVED
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4-
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9" AILANTHUS
ALTISSIMATREE
TO BE REMOVED
10" FRAXINUS
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TO REMAIN
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LEGEND:
2ND FLOOR
FRONT YARD
NORTH
VIEW SHED
PROPERTY LINE
BLDG 1ST FLOOR FOOTPRINT LINE
�+ BLDG 2ND FLOOR FOOTPRINT LINE
GRAPHIC SCALE: 118 INCH = 1 FEET
0 2 4 6 8 10 20 30
AMS
DESIGN
AMSDESIGN
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT NAME:
N.STELLING
RESIDENCE
10481 N. STELLING RD.,
CUPERTINO, CA 95014
REVISION TABLE:
REVISION DATE
BY
DEP
01 01.18.2023 S.B.
PLN
02 03.09.2023 S.A.
PLN
03 05.18.2023 A.G.
PLN
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN'S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS -
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS -DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB -CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB -CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET TITLE:
PROPOSED
SITE PLAN
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
SHEET NUMBER:
2206-01
J U N E.2022
1 /8" = 1'
Am00n02
STORM DRAIN MANHOLE