Loading...
Site Plan - A-00.02Cornmu r,POoTeECTION NOTES: CUPERTINO APPROVED Case # 1. PRF2_024UN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF PR9909929UMG AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR PRESERVATION CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY Approval BodyRR7L!6AR, THE GROUND LEVEL BENEATH TREE DRIP LINES. IF THE Approval atec,,g6N j/?0VFI ig PRnpn4Fn FAR MODIFICATION BENEATH THE DRIP LINE, THE Signature 1 ARQUJAGPARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S�.se Manager 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. 7 CUP 5EM 15g (new at 5'c/c 5pacin ) #8,G" Italian cypresses to remain refer arborl5t report for deta115 5 H EL 5EM 19 EXISTING 6 FEET WOOD FENCE TO REMAIN #9, G" I quat tree to be removed refer brborl5t report for Cleta115 � L FIRE STATION # 10 English wal iut, 1 2" tree to be remove re er arbori5t report for detail a0 CN r-- 1 0"tree to remain 10 MUH RIG 10 CUP 5EM 15g G"tree to remain 3 LAU NOB 1 5g (at 10' c/c @pacing and G' h 6ih) #G,G" Italian cypresses to remain PRIVACY PLANTS PER LANDSCAPE DESIGN 77.4nI aAp � eQp � aQp � oV O aA tl � • O aA tl Do oC V O aA 00 90 a o ° oo9oQa o . o`oa iQa o . • 1 0 4 vow `b� o v ✓�fl Do 9 v O #G 5" dia Italian cypresses to remain CINDER BLOCK WALL screen I n r G�qo 4qo oq da a9. .o > o . • 'v `��oQa° p ' • �7 o���Qa p ' • 'v via � ° ' ' va 60 ao 9� eon ao 9� eon ao 9� �° 9tl0� on pt� pp O'V ePO Y�� God ° DQ PER ATR 5ci z o f L m I1\co 0 co � ��■■iiiCill■I�IL'■Ii�JI■■11■■1 pa"IdEribbeld go, z 0 LU LU a- 15' < 'e z < ��q O O • W P c tl p 12' 10" z o d < CL o U U � < EX. ILEANOUT ALL PORTIONS OF THE VIEIN5HED5 ARE 0 0 0 0 D m m 0 . P D q ° o d ° p SoQ�� soa, I FRONT YARD PAVING SURFACE AREA: FRONT YARD: 1547.7 SQF DRIVEWAY:523.3 SQF WALKWAY:140 SQF PAVING AREA: ((DRIVE WAY/2)+WALK WAY)/FRONT YARD AREA) x 100 DRIVE WAY:565 WALK WAY:138.8 FRONT YARD AREA:1548 #5 G" dia cherry plum tree to remain ((565/2)+138.8)/1548 x 100=27.2%< 40% refer arborl5t report for tree protection deta115 5" Italian cypresses to remain LANDSCAPE CALCULATION: _G MUH RIG I g LOT AREA: 9968 SQF 3 LEO LEO 5 g BUILDING LOT COVERAGE: 3377 SQF 5 STY BYZ I g DRIVEWAY: 261 SQF WALKWAY: 140 SQF 7" tree to be removed TOTAL HARDSCAPE AREA = 3778 SQF TOTAL LANDSCAPE = LOT AREA - HARDSCAPE = 6190 SQF G" dia tree to be removed CUP 5EM 15g �Lv at 5'c/c @pacing and G' high) # 12 Blue spruce f 5" tree to be removed # 1 1 , 1 5" Southern magnolia tree to be removed refer arborl5t report for deta115 SCREENI G PROVIDED BY EXISTING TREES 1-4" I � C6 N CUP 5EM 15g (new) i#4, 5" Italian cypresses to remain refer Brborl5t report for tree protection details NEIGHBOR FOB 3 CUP 5EM 15g (new at 5'c/c 5 acin and G' hi(h) SCREENED AND w p THAT THERE ARE NO I FLAT ROOF LAT RC OF I w GAPS IN ■ ■ ao `� SCREENING.ILI D Q o° ° ° 7 9AV ° U°N 5g = t G C H O TEC 5 g 5 ANI ELA 5�//J� o ° z°20 - _ ;: a 4._4 CY _ - , °o.� 6 THY 5ER I g ../ FRONT YARD 1548 SQF ° °� °° U Q �� `4 a O I- 3 ANI I'LA 5 g m ✓ j s 3 CHO TEC 5g °`06t�� 3° o o o ° M a ° o J - d • 'o�o o ° 0 z (V _ ° Z A co ° N N co N .t • • M co N ° ° 4 J LL • M # I , 5"bottlebru5h to remain ° 16'8" ° ° Q z I CER OCC 15g refer arbori5t report for detail@ ° ° ° PAVERS PERVIOUS ATERIAL SER LOW IMPACT DEV LOPMENT - WALK WAY 4 CHO TEC 5g - - - - - -----14THY g------ EX. POWER POLE E WATER-RELOCATEDMETE WATER METER - -� -77 oO ED EX. PAVEMENT SIDEWALK EX. FIRE HYDRANTHE T EX. WATER METER II # 2� 5 olive 1 ve tree-t o be removed FRONT YARD TREE SHALL BE LOCATED A MINIMUM FEET FROM THE REQUIRED STREET TREE, OR A SMALLER TREE TYPE MAYBEE BE USED IF IT CANNOT THE MINIMUM DISTANCE. LEGEND: refer arbori5t report for d&a115MEET " CURB #3, 15Chinese elm tree to remain -- --_ -___ _________ ____---___ -___ _ _ _ referarborlst- report for protection details - ---ree --- --- --- --- --- --- 2ndFLOOR --- --------- - - - - -- - --------- ----- --- PAVI--N-GFKO-FILE-AND - -- - - - - - - - -- - - -- - -- - - - - -- - - - - -- - -- - -- - -- - -- IMPERVIOUS CALCULATIONS BY OTH ER5 ■ OUTDOOR LIGHT PROPOSED SITE PLAN PRADO VISTA DRIVE � NORTH COVERED BALCONY UNCOVERED BALCONY MS DESIGN AMSDESIGN 4010 MOORPARK AVE#1 01, SAN JOSE, CA 95117 TELL: (415)254.1606 E-MAIL: OFFICE@AMSDESIGNLLP.COM 0 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: PRADO VISTA RESIDENCE 10116 PRADO VISTA AVE., CUPERTINO, CA, 95014 REVISION TABLE: REVISION DATE BY DEP 01 10/16/2022 A.G PLN 02 02/14/2023 S.B. PLN 03 05/23/2023 S.A. PLN 04 07/20/2023 S.B. 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: MARCH. 2021 SCALE: 1/8" = 1' PROPERTY LINE DRAWN BY: BLDG 1st FLOOR FOOTPRINT LINE SHEET NUMBER: BLDG 2nd FLOOR FOOTPRINT LINE GRAPHIC SCALE: 118 INCH = 1 FEET Am00n02 0 2 4 6 8 10 20 30 SC: 1/8" = V-0"