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Approval Set NEW SINGLE FAMILY RESIDENCE 10583 SANTA LUCIA ROAD M A r c h S I G N ARCHITECTURE I INTERIOR I PLANNING CUPERTINO CA 95014 ® 111 MAIN STREET,SUITE J3 7 ❑t 650.302. 1987 94022 © mike@march.design ■ REVISIONS APN : 342 � 1 7�002 SYMBOL / LEGEND LOCATION MAP A STEVENS CREEK BLVD. ELEVATION LETTER ® X E3 DIRECTION OF ELEVATION DATA POINT N O R T H SHEET NUMBER G REFERENCE NOTE 4VZN I00 -0 ELEVATION HEIGHT TTTII SALES ROOM NAME WOODRIDOE CT. 3 O DOOR NUMBERS O ROOM NUMBER D < N 0 0 0 000 0 X ADDENDUM V055 AVE DETAIL REFERENCE X o PALM AVE. D O D O 0 0 w A PLAN CHANGE p a DODO 00 V A � DODO 00 7 GRID NUMBERS ALCALDE RD Z SANTA PAULA AVE W O + UJ o Z - p o U U) 0 O ITE p W Z o o w Q o MCCLZLLAN RD Q J U U p 1` Cn � Q o N SPECIAL NOTES PROJECT CONTACT DRAWING INDEX PROJECT SUMMARY W Q � z LL Q w co APN: 542-11-002 w Lu ARCHITECTURAL M � J pp � Q PROPERTY OWNERS ARCHITECTLp TRACY HSU MARCH DESIGN AI.O TITLE SHEET ui USE: SINGLE FAMILY RESIDENCE CD U AI.I PROPOSED SITE PLAN 8 GENERAL NOTES Z O ZONING 0157RIG7: RI-10 III MAIN STREET, SUITE .13 Z ♦^ 22550 SANTA PAULA AVE E LO5 ALTO , GA c14022 A2.1 PROP05ED GROUND FLOOR PLAN V GUPERTINO, GA (i5014 A2.2 PROP05EP SECOND FLOOR PLAN DESIGNATED LAND USE: RE5 LOW -5 ) (650) 302-Ia87 A2.3 PROP05ED ROOF PLAN (408) 464-5050 (650) 618-51i86 FAX A2.4 FLOOR AREA 4 COVERAGE CALCULATIONS CONSTRUCTION TYPE: V-B EMAIL: tracy_hsu@yahoo.r-om w EMAIL: mma.oia@gmail.com A3.1 PROPOSED ELEVATIONS OCCUPANCY GROUP: R3 4 U z A3.2 PROP05ED ELEVATIONS LANDSCAPE ARCHITECT SUR\/EYOR / GI\/IL ENGINEER A3.3 BUILDING 5EGTION5 OR055 LOT AREA: +/-Ill S.F. (0.3q ACRE) OREOORY LEWIS LANDSCAPE ARCHITECT VlEC $ ASSOCIATES CIVIL NET LOT AREA (w/ STREET DEDICATION): +/-15,600 S.F. (0.36 ACRE) 756 PARK WAY 2625 M I DDLEF I ELD ROAD, #658 PALO ALTO GA �i4B06 0.0 BOUNDARY $ TOPOGRAPHIC SURVEY SANTA CRUZ, GA �506 5 , G.I GENERAL NOTES ALLOWABLE LOT COVERAGE (50 0): 7,800 S.F. (831) BS�i-O�i60 (650) 823-6466 0.2 GRADING $ DRAINAGE PLAN (650) 887-0321 FAX C.5 ER05ION CONTROL PLAN PROPOSED LOT COVERAGE: EMAIL: lewislandscape@sbcglobal.net EMAIL: C.4 STREET IMPROVEMENT # UTILITY PLAN MAIN HOUSE STRUCTURE: 4,005.4 S.F. C.5 DETAILS ROOF EAVE5: 328.1 S.F. LANDSCAPE COVERED PORCH, PATIO $ CARPORT: 1,450.8 S.F. TOTAL LOT GOVERAOE: 5,784.1 S.F. (51.1%) LO LAN05GAPE DOCUMENTATION MAX. ALLOWABLE FLOOR AREA (45%): 1,020 5.F LI PLANTING PLAN L2 IRRIGATION PLAN FLOOR AREAS OF PROPOSED STRUCTURE L3 DETAILS ATTACHED ADU: 5ll 5.F. L4 LANDSCAPE 5PECIFICATION5 ATTACHED GARAGE: 646.1 S.F. GROUND FLOOR: 2,1g1.4 S.F. SECOND FLOOR: 1,546.1 S.F. DATE TOTAL FLOOR AREA: 5,551.5 5.F. (35.(0%) 06/24/20 SECOND TO FIRST FLOOR RATIO: 38.6% CHECKED MAXIMUM BUILDING HEIGHT: 281-011 PROPOSED BUILDING HEIGHT: 211-511 DRAWN MM REQU I RED PARKING: 2 JOB N 0. PARKING PROVIDED: 3 FULLY FIRE SPRINKLERED: YES TITLE SHEET DEFERRED SUBMITTAL/ APPROVAL PROJECT SCOPE APPLICABLE CODES ommunity Development Department Planning Division — Cupertino I. DEMOL15H EXI5TIN5 HOUSE. IbgO S.F., ATTACHED GARAGE 251 5.F. 2016 CALIFORNIA BUILDING CODE (GBG); CUPERTINO APPROVED 2016 CALIFORNIA RE51DENTIAL CODE (CRC); Case# R-2019-028, TWO-STORY2016 CALIFORNIA MECHANICAL CODE (CMG); A a 2. NEW CONSTRUCTION OF A 4,Ig4.l S.F. WOOD FRAMED HOUSE WITH ATTACHED 3-GAR GARAGE ODE (GPG); (646.1 5.F.) AND A 561.g S.F. ATTACHED ADU. MAIN EXTERIOR BUILDING MATERIALS ARE CEMENT PLASTER 2016 20I6 CALIFORNIAG CALIFORNIA PLLUMUMBTRIGING C AL GODS (GEC); Approv I Body: Director/StaffEXTERIOR, STAINED WOOD SIDING COMPOSITION SHINGLE ROOF. 20I6 CALIFORNIA ENERGY CODE Approv f Date 07/29/20 2016 CALIFORNIA GREEN BUILDING STANDARD CODE (GALOREEN); Al Signatu Jeffrey Tsumura CUPERTINO MUNICIPAL CODE 00 Case Manager PROPERTY LINE (II) 15 GAL. LAURUS TREE PROTECTION FENCING (PER CITY'S 5TANDAR05); 5EE 5HT. T-I NOBILI5. MAX 1O' APART (11) 15 GAL. LAURU5 FOR 5GREENIN5 (E) 6 WD. FENCE TO REMAIN - NOBILI5. MAX 1O' APART \ FOR SCREENING C / \ \ (E) TREE TO REMAIN D (N) TREE (STREET TREE 4 PRIVACY 50REENING TREES) S.O°03'30"W. 150.00, M A r c h 5" ITAL N ° - S I G N 6 IT LI ) (: I O " A GYPRES ARCHITECTURE I INTERIOR I PLANNING 4"STUMP GYP 5�— � O 0 O �` ® 111 MAIN STREET,SUITE J3 I�" CEDAR ° PERMEABLE AREA AT FRONT YARD ( \ LOS ALTOS,CA 94022 2 HD ` 28 RW 2 RWD /' \ FRUIT I / \ TREE TO BE REMOVED (NON-PROTECTED) 650.302. 1987 \ ° / \ © mike@march.design RWD / \ / REVISIONS 0 5 10 20 \ 4" PRIVET ,� ° LEGEND — — — 20' REAR SETBACK LINE 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — —ku cn ° < A. BUILDING SETBACK VERIFICATION: PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LLS OF RECORD SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL BUILDING SETBACKS ARE PER THE APPROVED PLANS. O p w 1 ° B. ALL REMAINING EXISTING LANDSCAPE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, TYPICAL. T E p 0 1 (E) 6 WD. FENCE TO REMAIN G. REMOVE EXISTING LANDSCAPE WHERE NEW CONSTRUCTION OCCURRED, VERIFY WITH OWNER FOR ITEM TO BE SAVED AND REUSE \ L 1 ° LL 0 REMOVE EXISTING FENCE WHERE NEW CONSTRUCTION OCCURRED "STUMP \ fy / n I D. (11) 15 GAL. LAURUS 'r' Q� O 1 O (E) 6' WD. FENCE TO REMAIN NOBILI5. MAX 10' APART E. PREPARE SITE FOR NEW CONSTRUCTION WHERE OCCURRED, SEE NEW FLOOR PLAN / 1 ° F. ANY GON57RUC7ION WITHIN THE GITY RIGHT-OF-WAY MUST HAVE AN APPROVED PERMIT FOR CONSTRUCTION IN THE PUBLIC STREE \ FOR 5GREENING b 1 ° ° PRIOR TO COMMENCEMENT OF WORK. APPLY FOR THIS PERMIT AT THE PUBLIC WORKS ENGINEERING (PWE) DIVISION. THE ° I PERFORMANCE OF THIS WORK 15 NOT AUTHORIZED BY THE BU I LD I NO PERMIT ISSUANCE BUT SHOW 3" PLUM ON THE BU I LD I NO PERMIT FOR INFORMATION ONLY." 3" FfkUIT TREE \ / I G. REMOVE ALL (E) ON51TE SUBGRADE SEWER LINE $ INSTALL (N) FROM STREET MAIN. 5" PHOTINI� / I H. COMPLETELY REMOVE EXISTING SEWER LINES ON SITE TO GITY'5 SEWER CONNECTION AT PROPERTY LINE. INSTALL NEW SEWER LINES AND GLEANOUT ACGORDINGLY. 4" ALBIZZIA \ I. ALL TREE PROTECTION AND INSPECTION SCHEDULE MEASURES, DESIGN RECOMMENDATIONS, WATERING, AND CONSTRUCTION / 1 / _O 5GHEDULIN5 SHALL BE IMPLEMENTED IN FULL BY OWNER AND CONTRACTOR, AS STATED IN THE TREE PROTECTION REPORT ON \� 2 RWDI \ / \ PROPOSED SHEET T-I AND APPROVED PLANS. / ` I / / ROUND FLR J. UTILITY TRENCHING SHALL NOT OCCUR WITHIN THE TPZ OF THE PROTECTED TREE. CONTRACTOR SHALL BE RESPONSIBLE FOR GONG. PATIO 1 / \ 3p0° SIDE SET ° ENSURING THAT NO TRENCHING OCCURS WITHIN THE TPZ OF THE PROTECTED TREE BY CONTRACTORS, CITY CREWS OR FINAL v I 30. LANDSCAPE WORKERS. 5EE SHEET T-I FOR INSTRUCTIONS. \ ° K. OPENINGS FOR CRAWL5PACE VENTILATION SHALL BE LOCATED WITHIN 3'-0" OF CORNERS. Lu O)I \ — GONG. PATIO / L. SEE 5HT. T-I FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. ° M. SEE 5HT. T-2 ARBORI5T REPORT FOR TREE PROTECTION REPORT, PRESERVATION ASSESSMENT IMPACT MITIGATION. W ROP05ED 2ND `-"0 � ° 0 v LR SIDE SETBACK OUTLINE OF 2ND FL R 0 Q GENERAL NOTES z \ o m 30"RWD w © ° w o Q W DW o Z W O CD I I 00 0� /' � � Q z II W Q a) � ��A9� 1 45"RWD °�, ° Z Cn o Q () < O ° Cn w LEF-Ill lu Q 7- v, Q Z N / 43'-4 1/2" I T ° O L LL Z co PROPOSED 2ND / I - - - - - - - - - I CD < Q ° Z� J W d) co C 11 1/2 I O to ° up 6" CAMPHOR O W � U Q CD PROPOSED / Lu ° Z O GROUND FLR. Z � z 51 DE 5ETBAG D 0 Q w 21" PINEO 10'-0" SSGO w 4"TREE I m (E) 6 WD. FENCE TO REMAIN Lf w W W W w W W w W W W -� 20' FRONT SETBAGK CDLo y� \ w W w W y w W W y W (N) GONG. WALKWAY z W w W WW WWW Oo WW W W W W N 0. WWWW WW 13 WSTWUM . . . W . �` \WP W^W\Cy W�WW W -' < Lu W W W Wr Lu (N) GONG. PAVER DRIVEWAYAREA 16,100±50.FT. o O N o 0 Lu Lu °°WW N 0 N 0 Ww W (N) 36 INCH BOX y W w W �w W NW W w W w W W w W W w W W w W W w W o f2W6EDAP.y W wW Ww TREE w/ MIN. HT. OF 6 w SEE LANDSCAPE PLANS . . . W O . . W W . . . W y W WwW WWW WW \W W WwW W W wWWW wW W w W WWW p` WW W W WwW WWW W WWW . W W W ° 01 wWWw W � W w ` W WWWyWwWy W W . yW WWW �YWW wW . WWW . yWw � w W ` WW �W WW WW W\ WW �W WW WW WW �W ` W WWWWW W WW �W WW WWW W WW \ WWWWWWWWW ��WWWWWW�\ W�" WW\ W WWW W W° I5"57UMP/ \ W\MI L PALM ° KEYNOTES 12"FIG l 12" CEDAR O (N) WATER LINE \� \ 10' FUTURE STREET LIN\ 0 11" CEDAR 16" CEDAR I ° TOTAL FRONT YARD (20'-0" SETBACK) AREA 2600 S.F. (N) SEWER LINE TOTAL IMPERVIOUS AREA 3��TREE / 1030.1 S.F. (3Q.6%) < 40% MAX. ALLOWED DATE 06/24/20 Q N.o°o3'3o"E. 130.00' � CHECKED WM I / �(N) UNDERGROUND ELEC. LINE FHA (N) OAS LINE DRAWN MM SIGN � � ❑/H 4IL ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑/ JP JOB NO. TBM MANTA LU� �A EL=100.00 . .-:-.L .-. . . . . LL......:...:.:.:.:.:.:.:....LL. . .-.- . . .LANDSCAPING . : . . - : :LL.LL:LL.LL:............................LL:LL.LL:- - PAVED DRIVEWAY PROPOSED a 5F . . : . : . . . : : . : . : ... ... ... ... ... ... ..: :•.- -LL- $ WALKWAY . .1000. 3144 S SITE PLAN GONG. WALKWAY NORTH 30 S.F. ommunity Development Department r--� Planning Division — Cupertino REFERENCE Is NORTH CUPERTINO APPROVED Case# R-2019-028, A a O 2' 4' 8' 16, Approv I Body: Director/Staff Approv I Date 07/29/20 Al 01 Signatu Je re r (-1 C f-1—SITE PLAN I/8"=1'-0" PERMEABLE AREA AT FRONT YARD Las.' anager M A r c h D E S I G N ARCHITECTURE I INTERIOR I PLANNING ® 111 MAIN STREET,SUITE J3 55'-5" 16'-3" 15'-1 1/2" LOS ALTOS,CA 94022 ol opt❑ 650.302. 1987 © mike@march.design REVISIONS PATIO (OPEN) A5.5 101 25'-10 I/2" PATIO (OPEN) 1 0 COVERED PATIO ' I 0 1 m E�]E o L--------------1) CLOSET AOU-BEDROOMI 15-O"XI2'-4" Ino FAMILY ROOM BATH III-O"XIS'-O" GUEST BEDROOM I 0 13'-O"xl2'-8" OUE5T BEDROOM 2 - - 13'-6"X13'-8" Q COVERED PATIO o I G CLOSET NOOK 00 L-F7'-8"X18' KITCHEN BE F IS-2 X15-O 0[O�O 1 REF I o w/D L — — I — GUEST BA L UNDRY DW W I �° U 2 Z CLOSET 15'-0"XI2'-4" A3.3 W r ll� �—j I I W 0 REF. OVEN � r 0 PANTRY LAUNDRY DINING U vJ Q � 1 p 1 PORCH W O r Z HALL W. D. AFU 15'-7 I/2" W Q O O U Q o DINING C) J 14'-O"XI2'-6" �^ J V v, Q z N FOYER -f'-2"XII'-6" LL Z H M I I Q . . Lu II 12'OSTUDY x I4'-O" C� 177 OC CLOSET LC) (� Q w z Q II I — r II z GARAGE l o LLJ 7 POWDER N Z F.R. LIVING 14'-O"X 13'-10" PORCH CARPORT 21'-5"X20' 0 01 � o 15'-5" I6-6 1/2" 2T-1 1/2" 51'-5 1/2" 21'-10 1/2" DATE 02/10/20 70, CHECKED DRAWN MM JOB NO. PROPOSED >�ORTH GROUND REFERENCE FLOOR PLAN ommunity Development Department NORTH Planning Division — Cupertino CUPERTINO APPROVED Case# R-2019-028, A a 0 1' 2' 41 gl Approv I Body: Director/Staff Approv I Date 07/29/20 Signatu J ffr r p cr-:n t-_% RO U N D FLOOR PLAN 1/411 = 11-011 A201 ase W11,11F11 \\ ��\ M A r c h D E S I G N ARCHITECTURE I INTERIOR I PLANNING ® 111 MAIN STREET,SUITE J3 LOS ALTOS,CA 94022 650.302.1987 A3 3 © mike@march.design REVISIONS 1 b'-11 1/2" 1 01 L _ � I I I I I I I I I I I I I I I I J I II I II I I BEDROOM I F - 7 L — � cn MASTER BATH MASTER BED I I LOSET I I W � 2 U BATH I A3.3 Z —1 o �..j HALL W ol L& v VW, Q %it ° 0 z �/ o • LID N Q O O GLOSET 0 J ? U O Cn 2Q z N I I W � Z H «� I � CLOSET MASTER CLOSET I � (n W Z BEDROOM 2 16-I X9-6 J cM 13'-5"X14'-8° O0 Q LO N TO BELOW W z o U Z U) U0 BATH 2 W I I I I I FLAT ROOF TF I I I 16-5 1/2" I I I F I I I I I I I DATE 02/10/20 CHECKED DRAWN MM JOB NO. PROPOSED ®Rfi SECOND FLOOR PLAN ommunity Development Department NORTHExG Planning Division — Cupertino tUPERTINO APPROVED Case# R-2019-028, a O 1' 2' 4' 8' Approv I Body: Director/Staff Approv I Date 07/29/20 Signatu J ffr r D 0 can RECOND FLOOR PLAN 1/41I _ II_oII A202 as na er I \\ \ T F -I F M A r c h L -1 5 1/2: 12, TYP. T D E S I G N I ARCHITECTURE I INTERIOR I PLANNING ~ — ® 111 MAIN STREET,SUITE J3 t❑ 650LOS.302.1987 0.302.1987 A 94022 © mike@march.design I — — — — — U— REVISIONS I 5 1/2: 12, TYP. I I I I I I I I I I I I I I I 5 1/2: 12, TYP. I I I TYP. I I I I I I I I I GOMPOBITION SHINGLE 5 I/2: 12, TYP.OOF, TYP. GOMP0517I0N SHINGLE ROOF, TYP. 2 A5.5 I I I I I I I I I GOMP051TION SHINGLE ROOF, TYP. I I I I I I I I I Z I I Uj �..j I I � I I U � 0 3 I/2: 12, TYP. W 0 � � 5 I/2: 12, TYP. z w Q LO N I � O J, I 0 J U o 15 I/2: 12, TYP. - - - - - - - - - i U) J � b W Q H z t TYP. I � Z Q � Cr) I I . . I 5 I/2: 12, TYP. � Cr) FLAT ROOF - - - - - - - OO W O I � z � U) 5 I/2: 12, TYP. I W o REPERENGE NORTH O 1' 2' 4' 8' PROPOSED ROOF PLAN 1/411 _ 1I-oil ROOF SLOPE TO BE 5 I/2 :12, U.O.N. 2. PROVIDE GAL\/. SHEET METAL FLASHING AT ALL RIDGES, VALLEY OF ROOF AND DATE AROUND SUN TUNNELS, VENTS, PIPES, ETG. 02/10/20 5. PROVIDE GRIGKET5 AS NEEDED. CHECKED 4. ALL ROOF SLOPE SHALL BE 5 I/2: 12, TYP. DRAWN PROVIDE 2 LAYERS OF 15# FELT UNDER ALL ROOFING MATERIALS JOB NO. ommunity Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# R-2019-028, a Approv I Body: Director/Staff Approv I Date 07/29/20 Signatu \ L.—I 'irWTsuriuAl r_-;_ n , 00F ATTIC ROOF PLAN KEYNOTES ROOF PLAN GENERAL NOTES TV Caseanager F 7 F - FLOOR AREA GALGULATION �\ SECTION FLOOR DIMEN51ON5 AREA A 51 -8 1/2" X 20'-4 1/2" 646.1 J B 21 -0 X 21 -7 1/2 454.1 r c h D 2 _pil X 61_011 12.0 E 2'-0" X 6'-0" 12.0 D E S I G N F 15'-5" X 21'-4. 1/2" 526.0 ARCHITECTURE INTERIOR I PLANNING 6 16-6 1/2" X 10'-4 1/2" 171.6 ® 111 MAIN STREET,SUITE J3 F -1 H 2T-7 1/2" X 14'-4 1/2" 511.1 LOS ALTOS,CA 94022 650.302.1987 1 50'-6" X 21'-7 1/2" IOa2.1 © mike@march design L -1 Q j 25'-10 1/2" X 24'-7 1/2" 637.2 M >< N5 1h� P)1/2" x '-�" 145.4 REVISIONS SUBTOTAL 4005.4 SECOND FLOOR SECTION DIMEN51ON5 K 251-111 X 16'-1 1/2" 5eZ.0 L I6-5 1/2" X 2,5'40" 46�.1 M 54'-11" X 1�'-10 1/2" 614.0 OLjil� IFSUBTOTAL 1546.1 �5EGONP TO FIRST FLOOR RATIO 1,546.1 5.F./ 4,005.4 5.F.= ° � K F TOTAL FLOOR AREA 5,551.5 5F < 7,605 5F w F U z I � w w 0 U w Q z w O r PROPOSED SECOND FLOOR AREA CALCULATION 3/1611 = iI-oIl FLOOR AREA CALCULATIONS w Q � N C) J U Q o _ � U ti Cn � Q o N GO�ERAGE GALGULATION w LL z M 5EGTION DIMEN51ON5 AREA Cu) W Z F I R5T FLOOR AREA 4005.4 J M NI CARPORT 23-10 534.2 a0 Q CD o U N4 N2 GOVERED PATIO IT-1 1/2" X 50'-7 1/2" 53a.8 w z P G N4 GOVERED PORCH 38'-3" X 1'-0" 544.5 z - 5 0 COVERED PATIO 1(0'-5" X 2'-0" 52.5 u) P EAVE 15'-0" X 2'-0" 50.0 Q EAVE 2'-0" X 5'-0" 10.0 �0 R EAVE 25'-10 1/2" X 2'-0" 51.8 w N2 5 EAVE 2'-0" X 8'-7 1/2" 11.5 z no T EAVE 2'-0" X 21'-8 1/2" 45.4 U EAVE 21_0" X 7'-8" 15.5 ° V EAVE 15'-5" X 2'-0" 50.5 o o YJ EAVE 2'-0" X 4'-4" 8.7 ® I a X EAVE 27'-I I/2 - - I o o I REF I o ® 0 " X 2'-0" 54.3 Y EAVE p1-6" X 8'-O" 4.0 wio L - pw Z EAVE 51'-8 1/2'. X 2'-0" 65.4 T B TOTAL 5784.E TOTAL COVERAGE 5784.E 5F < 8450 5F AFU DATE 06/24/20 CHECKED 6 DRAWN MM H JOB NO. NI F a A FLOOR AREA & COVERAGE N3 D CALCULATIONS ommunity Dev I nt De artment Planning Div si Cu ertino Y CUPERTINO APF R V Case# R-201 D 0 A Z Approv I Body: Director/Staff Approv I Date 07/29/20 Signatu I J ffe 4fftV a (_)iCCF1 o n U N D FLOOR AREA CALCULATION LOT COVERAGE CALCULATIONS A204 C s @nag 12 M A r c h 3 I/2 z RIDGE 25'-11" D E S C7 N _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J p ARCHITECTURE I INTERIOR I PLANNING GONG. TILE ROOF, TYP. �� O Lu I ® 111 MAIN STREET,SUITE J3 x LOS ALTOS,CA 94022 �t X v t❑ 650.302. 1987 © mike@march.design CEMENT PLASTER FINISH PLT. 20'-0" REVISIONS m � T \ F.F. I b I PLT_10'-0" O Q � J O O IF A I120 F.C. -I'-6" W \_ND. ENTRY DOORS DEGORATIVE EXTERIOR SCONE, TYP. CARPORT U STAINED NO. SIDING CEMENT PLASTER FINISH, TYP. \—OARARE DOOR w/ FROSTED PANELS 7 W W 0 U U Q O I' 2' 4' 8' z w CD w Q �' o PROPOSED STREET ELEVATION ( EAST) 1/4" - 1' o" 1 J v v o — Cn Q o N LL z H co U) w z W co J 0 Q Lu (� CD U z r 12 z ♦♦V—^^ II � 3 1/2 J RIDGE 25 -� z_ RIDGE w J GONG. TILE ROOF, TYP. ROOF BEYOND W I� z O GHIMNEY WALL BEYOND PLT. 20'-O" PLT. 20'-O" VINYL WINDOW, TYP. GHIMNEY CHIMNEY i I N,-1 1 i i i i _ � 1 � � � - *%1% id - _- GONG. TILE ROOF, TYP. PLT. 12'-6" ENTRY FEATURE TOP PLT. i PLT_II'-O" ij�yPLT II'-O" i I � DATE 02/10/20 CHECKED o � DRAWN MM Q Li VINYL WINDOW, TYP. JOB NO. 0 PROPOSED F.C. -I'-6" F.G. -1'-6" EXTERIOR EXTERIOR SCONCE, TYP. ELEVATIONS CEMENT PLASTER FINISH, TYP. BAY WINDOW ommunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2019-028, A a Approv Body: Director/Staff O I 2 41 8 Approv I Date 07/29/20 Signatu J ffe pwtvp C s ana g r FVF cTREET ELEVATION ( EAST) — LEFT SIDE @PROP . LINE 1/4" = i'-oil PROPOSED LEFT SIDE ELEVATION ( SOUTH ) 1/4" = i'-o" 12 M A r c h GONG. TILE ROOF, TYP. VINYL WINDOW, T1'P '. 5 1/2 RIDGE 25 -ci z D E S I G N ARCHITECTURE I INTERIOR I PLANNING J ® 111 MAIN STREET,SUITE J3 LOS ALTOS,CA 94022 R I t❑ 650.302. 1987 © mike@march.design REVISIONS PLT. 20'-0" GHIMNEY i i i <r i cn cn PLT_I I'-O" O � O O -6" W F.G. -I' U COVERED PATIO CEMENT PLA5TER FIN15H, TYP. PATIO DOOR 4 51DELITE C PATIO DOOR SIDELITE FOLDING PATIO DOORS z CEMENT PLASTER FIN15H, TYP. COVERED PATIO W W 0 U w o Q O I' 2' 4' 8' z w � _ - W � Q � o PROPOSED REAR ELEVATION ( WEST) 1/4" - 1' o" Q J v v o U) Q o N LL z H co U) w z W co J 0 Q LO 12 W � o U 31/2 z r z RIDGE 25'-111 z ♦^ -A VJ Q ROOF BEYOND W z PLT. 20'-O" i i i i i i i i i i i F.F. I 1 1-0 ra i PLT. 10'-0" i i i o - - - - — DATE 02/10/20 EXTERIOR 5CONGE, TYP. CHECKED VINYL WINDOW, TYP. DRAWN p MM 0 JOB NO. I F.F_0-O il PROPOSED COVERED PATIO EXTERIOR CEMENT PLASTER FINISH, TYP. CEMENT PLASTER FIN15H ADU ENTRY DOOR \--GOVERED PATIO ELEVATIONS ommunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2019-028, A a Approv Body: Director/Staff O I 2 41 8 Approv I Date 07/29/20 Signatu J ffe P4ITtVR FY \ DC C s ana g r R ELEVATION ( WEST) — LEFT SIDE @PROP . LINE PROPOSED RIGHT SIDE ELEVATION ( NORTH ) 1/4" _ 1'-o" M A r c h D E S I G N ARCHITECTURE I INTERIOR I PLANNING ® 111 MAIN STREET,SUITE J3 12 LOS ALTOS,CA 94022 650.302. 1987 3 I/2 © mike@march.design ATTIC REVISIONS 0 BATH 2 CLOSET HALL CLOSET 0 0 OWDER ROOM CLOSET LAUNDRY `W CRAWL SPACE CRAWL SPACE v z W W 0 U U) Q z W O r o O 1' 2' 4 8 LID W Q N J U Q o 0 _ Z) CU ti (D SECTION 1/411 = 11-011 n Q o C-4 `'I"I -I- LL z H M U) w z W M 0- J 00 Q W (� LO o U Z r z U) I� Q 3 I/2 W Z ATTIC 0 MASTER BEDROOM BATH I HALL ATTI C ATTIC DATE 02/10/20 CHECKED GUEST GUEST GUEST ADU FAMILY ROOM a KITCHEN BEDROOM I CLOSET BATH I BEDROOM 2 0 o DRAWN JOB NO. BUILDING CRAWL SPACE CRAWL SPACE CRAWL SPACE SECTIONS ommunity Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# R-2019-028, A a O 1' 2' 4' 8' Approv I Body: Director/Staff Approv I Date 07/29/20 1/411 — 11-011 A303 Ignatu nJ ff s u a n N l a M n g I � LEGEND: AC ASPHALT CONCRETE BC BUILDING CORNER NEW BW BACK OF WALK CB CATCH BASIN I RESIDENCE, CMP CORRUGATED METAL PIPE CO CLEAN OUT CRN CROWN DW DRIVEWAY EC EDGE OF CONCRETE EM ELECTRIC METER EP EDGE OF PAVEMENT FCOR FENCE CORNER 10583 SANTA LUCIA ROAD S.O°O3'3 "W. F° FFD FINISHED FLOOR CUPERTINO, CA F° �° — — — — — — — — FL FLOW LINE APN: 342-17-002 G +o ° 3"TREE o �o �o� FH FIRE HYDRANT I o° 28"RWD o °�+G 4"STUMP o�+° 6TREE +�°� / 1 FW FRONT OF WALK S + 19"PINE I h G GROUND 7"RWD 21"RWD Q GC GARAGE CORNER 4"TREE �o� ° GF GARAGE FACE/FRONT �� 2'fiR+EE ID GFC GROUND AT FENCE Z p o o v �1 ° � �� _ + GM GAS METER W E C "PINEo° HCR HANDICAP RAMP & A S S O C I A T E S INV INVERT o+o� �� a 4 TRE � ° IP IRON PIPE 0 5 10 20 I �oG+ E �o �� N� °��o °�� o�� JP JOINT POLE 2625 MIDDLEFIELD RD#6$8 Nip �° ° v v ° °F� LG LIP OF GUTTER o o' ° O/H OVERHEAD « 650PALO ALTO, CA 94306 3'fi EEC � �L o�,�� °� °° oGe ° ° PC PROPERTY CORNER TEL: 823-6466 �+ �°D � ° - ° RW RETAINING WALL FAX: (650) 887-1294 21"STUMP °DN °�� ° o SL STREET LIGHT + �� ° o Lj SSCO SANITARY SEWER CLEANOUT o00 ° +�Qo�� v ° C SSMH SANITARY SEWER MANHOLE 3"T E� N N°�' o (D SDMH STORM DRAIN MANHOLE 6'fiREE '` + I TBC TOP BACK ROLLED CURB 6 o`'� o go TIC TOP OF CURB +�° �� Gj G o� o °� °G / �. o v TOB TOP OF BANK + ° TOE TOE OF BANK 3 TREE+ � o � ° o — — — — — — — ° ° + ° ° 5 SHRU G �� '�3"FREE ° � o � � TP TOP OF PAVEMENT o P LANTER G o F o +o�� I NC3 �� + F o O TRC TOP OF ROLLED CURB ° N° 6'fiREE v o O I TW TOP OF WALL CD I 6"TRE I OD U/G UNDERGROUND VCP VITRIFIED CLAY PIPE 0 2'fiREE `�" c; 4"TREE o +��'� °� � p o � WV WATER VALVE CD �?� 2' REED o ° C WM WATER METER BOX "TREE °+� °�G 17 o ° 10551 SANTA LUCIA ROAD -CN- CABLE TELEVISION LINE �o o "TREE° ° ° EXISTING HOUSE -G- GASCLIINEAL LINE 3 REFS- O / / a p o �° ° RIDGE=117.84t i -SS- SANITARY SEWER LINE -SD- STORM DRAIN LINE LICENSE STAMPS AND SIGNATURE Fc ° �, o o Q ° -T- TELEPHONE LINE G �� + h oN;�\ ° -W- WATER LINE 2' REE+ �o� °� o o ° 0 30"RWD �G G+� o + p ° o v goo G° v o v° °�G F +��,� BASIS OF BEARINGS: �9 LANp �� 'N � T Q THE BEARING, NO°03 30 E, OF THE CENTER 45"RWD "TREE o LINE OF SANTA LUCIA ROAD, AS SHOWN ON s PIN v THAT CERTAIN MAP FILED IN THE OFFICE OF nT� THE RECORDER OF SANTA CLARA COUNTY, -L [�q x �0 3''FREE �� v h•-�-i l o STATE OF CALIFORNIA, IN BOOK 72 OF MAPS AT PAGE 14, WAS USED AS THE BASIS OF .* L.a235 cb� � 10583 SANTA LUCIA ROAD � �e �� BEARINGS SHOWN ON THIS MAP. 9�aFCALIF��P v Cn o��o 0 9 G EXISTING HOUSE + ° FF = 1 o6.77f BASIS OF ELEVATION: � 10596 SANTA LUCIA ROAD I �° C'TREE� EM w ° ll LLJ EXISTING HOUSE TBM ELEV=100.00 (ASSUMED) ISSUED FC O 0) o No. Description Date Uj UTILITY NOTE: / 21"PINE( I I �° �� o + oo °+ o G o �,o° o o �� UNDERGROUND UTILITIES. SHOWN PER ++o o� ° PORCH ° o� v o o v SURFACE EVIDENCE AND RECORD MAPS. O °�� o0 0 O MAY BE DIFFERENT THAN AS SHOWN. 4`fiREE o� 3'TREE °� 3'fiREE+ °��° �Q �� ° � BEFORE EXCAVATION, CALL UNDERGROUND Q, GROSS AREA = 19,500±SQ.FT. �� ,� + o + ° (_0 SERVICE ALERT (USA) 1-800-642-2444. NET AREA = 16,900±SQ.FT. 1\,A° �° a M °O 13"STUMP oti ° 00 z NOTE: + o o��o +�° +G°� G+� �12"TREE �� +Go�� ° 1. MEASUREMENT OF BUILDING LINE IS TO + G o�� °i o ° THE FACE OF STUCCO OR SIDING 28"TREE o ° ° DATE: 8" LIM ° ° AUGUST 8,2019 - - - - - - - - - - - - - - SCALE: ° � °3"TREE 1"=10' 12"FIG 13"STUMP 3'TREE ° ° - - - - - - DRAWN: BG 12'FREE 10' FUTURE STREET LINE --0 + ° y JOB: I ° 1 ''F �o° 'FREE PER 72-M-14 16"TREE 3 G � 10078 >, °. 3 TREE. TREE 3'fiREE+ oo �o�oo�� <� 3'fiREE — G — — — — 3 TREES — +3'FREE — ° ° WM °° F° N.0°03'30"E o�� ` 130.00' SHEET TITLE: o I o °I FH -fS' off+ + o I o N � I o° o°o °off 0/H o� 0/H UTIL SIGN 0/H UTIL °Q� 0/H UQIL 0/ UTIL 0/H UTIL 0/H UTIL � BOUNDARY& �ti Q oo.o0'1111117 0 o �o� �o ° �°� TBMCD o� TOPOGRAPHIC KTA LUCIA R1AD �° EASEMENT PER 534-O.R.-356 EL=100.00 I I i SURVEY MON-MON 278.47' PER 75-M-21 I I MON-IP 130.00' PER 75-M-21 AND 2057-OR.-249 0. °o ff I I IP-MON 318.74' PER 555-M-35 °° FOUND 3/4 IP OPEN +� +FOUND 3/4 IP WITH TAG (BEN% � � � o � FOUND 3/4 IP WITH TACK o � FOUND 3 4 IP WITH TAG IN MONUMENT WELL oo�� o`��o IN MONUMENT WELL o� �� oo °�° MON-MON 727.25 PER 555-M-35 IN ASPHALT PER 75-M-21 °°� IN MONUMENT WELL PER 621-M-46 PER 75-M-21 ° PER 555-M-35 SHEET NO. WV op Community De elopment Department Planning D ision - Cupertino coo CUPERTINO A PROVED Case # R-2 9-028, A a Approval Body: Director/Staff Oc WEC Approva I Date 07/29/20 Signature Jeffrey Tsumura Case Manager CITY OF CUPERTINO NOTE: CUPERTINO SANITARY DISTRICT CUPERTINO SANITARY DISTRICT 1. 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 CONSTRUCTION IMPROVEMENTS,PUBLIC 1.CONTRACTOR TO VERIFY ALL CONTROLLING DIMENSIONS WITH ARCHITECTURAL PLANS. NEW INTEREST REQUIRES A MODIFICATION OF/OR DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, CUPERIINO SANITARY DISTRICT THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN 2.SLOPE PORCHES,LANDINGS AND TERRACES 2%AWAY FROM RESIDENCE. D SAenYAeiy SEWER NOTES IZ TheDe%lo WHICH THE SAME IS TO BE COMPLETED,AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. RESIDENCE per aM Ganaral Conrracpr shell he responable for the prerenlWn of coristnc[ion degra 3.SLOPE ADJACENT GRADES AWAY FROM STRUCTURE WITH 5%SLOPE ACROSS 1. Al wars when he constructed In oacnrdancer wih lheso Tans,the current Cu rtlne Santa Din ic[ PMJ40g ma oxi Do saniay smear Pysrem doe ll coo 0 cam a acriped assv the lit io Nth cats 2.CONTACT PUBLIC WORKS,777-31 D4 FOR INSPECTION OF GRADING,STORM DRAINAGE,AND PUBLIC IMPROVEMENTS. VEGETATED AREA AND 2%ACROSS HARDSCAPE AREA. P Pv Sanitary projrd Intl the Osvakpar and contractor shall pay al Coaq assepared rrdt the r4Mpa m Srrndatd Spadficatiom and construction Details, and be inal lqd in accordance with wnstruch-dolma into fee cxi�ing-dory saran syeli one 10 1M wnstrucson octrAlns 3.ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4.IT IS RECOMMENDED THAT AN AS-BUILT PLAN FOR THE DRAINAGE SYSTEM BE rdanufachlrots'lea uremanis and spavacetici associated win this project. PREPARED AT THE COMPLETION OF CONSTRUCTION. 2 All work shall wmgp wnh all current least,stele and federal requirements. 13. The Dovelopor and Caporal Contractor shall be faapm5lNo far our,pravoniim of a sev ape will 4.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN 3 All oerawatm,Yadtldl.and parearnt section wlthln straet ngM•oi•vMy shall be done A oecardanoe ossoclatrd the Contractors aellvales and Shan Pay all wau asspdapd will the falorue of Sewall CONDITION. 5.THE OWNER RECOGNIZES THAT THE DRAINAGE FACILITIES WILL NEED TO BE with the requirements or the Engineer of the Pubic Agency leaving jurrsdlctrun and District Standard inn surf.-drainage system and do wrdream sumo--to- PERIODICALLY CLEANED OF DEBRIS DURING THE FUNCTIONAL LIFE OF THE SYSTEM. $ptlafica horns and Details in case of conflict Colman Public Agency and Calflct.Agency s 14. it Nasal 5.CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. rvquifpmarri:shall take prcca imca. a. untlatground Sarwka Al4rt 900227.2800 6.CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL 10583 SANTA Li,JCIA ROAD 4. ygcrwys Entroachmartt Earl shall by Obtained and a copy shill be on tiro jot dunng 6.UTILIZE BEST MANAGEMENT PRACTICES(BMP'S),AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTMTy, EXISTING CONDITIONS. THEY SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF torm conslruct�or h. S Dans- ty WHICH DISTURBS THE SOIL iCi THE ENGINEER PRIOR TO PROCEEDING. VERIFY THE LOCATIONS OF ALL UNDERGROUND CUPERTINO,CA sonrary sawcra•cupo ono Sanwry D a[rnd UTILITIES BEFORE STARTING CONSTRUCTION. APN:342-17-002 5 Fill malarial shad be mmpa�ed an n er"Invm al two e.nd one her(2.5)feet aheva the top of pipe ` 7.A WORK SCHEDULE OF GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY olovabon❑y mnhoos that will not damage the el or IWO(2)slurry Al Fill irrational must attain o 14.Contrel shall pothob and verify Ioaslion and depth of all existing uNities meei rig now sear AUGUST 15.NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 7.ANY SITE WORK THAT DEVIATES FROM WHAT IS SHOWN ON THE PLANS SHALL HAVE m of ninii Rasa percent[95%]relarve osmpileel In pin-no-[areas m accardance weth the min or lateral wnstructian. THE ENGINEER'S APPROVAL PRIOR TO PROCEEDING WITH THE DEVIATING WORK ITEM. State at Colrornle standard specifications- 1S. Al Si So-r Pipes shill bit PVC S]R26 or apprarad equal,amass cthendse spaceiad ay iM 8.ALL NEW ELECTRICAL SERVICE(POWER,PHONE,AND/OR CABLE)SHALL BE UNDERGOUNDED. S. the Dtalnd Firg-vr shall be retired tic f2t worldnv All m rid-or starer consincitDr. DWs -Engarccr 8.CONTRACTOR SHALL CALL'UNDERGROUND SERVICE ALERT"(800)642-2444,FIVE 20663 Slovens Creak Boulevard.Suit*100.Cupertino.CA 95014 1401 253-707t.At that Urn, 18. If the site has garbage anneal area Chair needs to be intercepted into sanaayevrcr,s area drain 9.TO INITIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. WORKING DAYS PRIOR TO EXCAVATION. tonic plena.ann vachmern permas and ltw awwer div err plain Shall be wbm8ed to the Vni shall be vile read with send,Morwptor JR Sniith Model 8881,bin 21187.81 Cl or appmwd Engineer.Sown,diversion plans shall incil sowago bypass and emergency plans work shell not 10,ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO 9.IF ANY WORK OCCURS DURING THE RAINY SEASON,OCTOBER 1 THROUGH APRIL begin unit ttrc Ctsldei Engwaer has pwovidM 15fIt0.M acceptance M those eta n9 aqua LANDSCAPED AREAS. 15.THE CONTRACTOR SHALL PROVIDE APPROPRIATE BEST MANAGEMENT PRACTICES g A S S O C I A T E S 7 One 1 n lateral Shall be Insinkel for each lot,readeadal and or building win,a clear, t7, UstAenrss for pedestrians and relwienas anal he previdad at sill Irrea unless approved in rating by nb (BMP'S)REVIEWED AND APPROVED BY THE PWE INSPECTOR,TO PREVENT STORM [] ry sever a Dis6ei Ergnnoar 11.PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY,THE CONTRACTOR WILL BE RESPONSIBLE FOR PULING AND WATER POLLUTION. THESE BMP'S MAY INCLUDE,BUT ARE NOT LIMITED TO,CONCRETE out Location of Iitprel and property carats a he staked�n ran at Zhu same 2%rho sever twin is staked for rarsuaction Lotormr.shall rwl be laid oil lass than tvro percent f296}grade and she I 18. Son"sewer Manholes,Flushing Trials and cieenoat>:shall be marked van'SANITARY or ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. WASH-OUTS,TRUCK WHEEL WASHES,ROCKED CONSTRUCTION ENTRANCES,CATCH 2625 MIDDLEPIELO RO�$$ CHEW a mill cover fir law and one hat(4.5)feel et property fine w edge of saniary sewer '8ANI7ARY SEWER". BASIN PROTECTION,AND STRAW WATTLES AROUND THE PERIMETER OF THE SITE. eaw"Kni Lsteli Shall be deeper than four and pia hall(4.6)feet when difeded by District 19.At the Dawekper+Genaral C Araciw'e-parl Closed Ci-irl Video Inspection or mine,ill SURVEYOR'S NOTESF'T2- 81 PALU ALTO, CA 94306 Englnen.Laiiii shall not be extended bayona The slreel rlgnt•oiway lire or saniay sever and property lino obanburs is required.When the use or an oomlig lateral is proposed,an 10,ALL DOWNSPOUT AND GUTTER SHALL BE GALV.SHEET METAL.DUE TO STORM TEL: (650)823-6466 e rrl lire until the mein has been heated Lateral sawenns wrtatucted vuladn of the pJAc sal lirnat-lea inpr Bon is required prior to co-ti lion to verify that it moats the can ird Dlstid 1.SURVEY PERFORMED BY WEC,2625 MIDDLEFIELD ROAD#658,PALO ALTO,CA 94306 WATER Pi PREVENTION POLICY,THE USE OF COPPER GUTTERS AND FAX: (650�887-1294 atneat or Cuperllne e naery nislnet£as� ed shalt be cenati Ted in aergrd-with the Standards. DOWNSPOUTS IS NOT ALLOWED IN CITY OF CUPERTINO. rcgwremarns o}.and a1xII be Inspected by ha City Sulk ht;Departrini 2.GRADES ENCOUNTERED ON-SITE MAY VARY FROM THOSE SHOWN. CONTRACTOR SHALL REVIEW THE PLANS AND CONDUCT FIELD 15. Egslirg laterals to be abandoned{ur net usai shell be removed to Ire wya,capped and concrete Approval of hi pions by Cupertino Saul rV Dist toe does not rebore tha DovolaporNGonoral C.intratiar INVESTIGATIONS AS REQUIRED TO VERIFY EXISTING CONDITIONS AT THE PROJECT SITE. 11.UNLESS SHOWN ON THE PLAN OTHERWISE, DOWNSPOUTS ARE TO BE DIRECTED collar minimum of 6'ali around. of Cho respor Iiry}fir 1ne correction of"slakes,4rfors.or ontlsslons n,owing the toi 0 TO LANDSCAPE AREA VIA SPLASH BLOCK,MIN.2 FEET LONG THAT DEFLECTS THE wnatvetbA arthe saraary aowcrs the public inlercel coquinas a mode loll of,or o departure Iron,the 3.UTILITIES SHOWN HEREON TAKEN FROM VISUAL SURFACE EVIDENCE AND SHOULD BE CONSIDERED AS APPROXIMATE ONLY. ACTUAL WATER AWAY FROM BLDG. 9. Tic Conitractof partarmirM work on[ho San la ry Smwers shall be reauecd to register with the District District Specifications 9repor rMtdlls,Iho Diev✓<t Enfili mall have the authority to raqulf9 such LOCATIONS OF UTILITIES MAY VARY. THE LOCATION OF UTILITIES CAN ONLY BE OBTAINED BY EXPOSING THE UTILITY. and pwair trswance is specified in Suctions 199 l»d 1.40 of the Douala Standard mediirakhera or departure and 1e WCiy the Permer In Wlkh do rrrdtRmtiana nr depnbue 4 to be 12.CONTRACTOR SHALL OBTAIN A STREET WORK PERMIT FROM PUBLIC WORKS Spedfiweona. dens. 4.TREE LOCATIONS SHOWN HEREON ARE SHOWN SYMBOLICALLY WITH SYMBOL SIZES BASED UPON TRUNK DIAMETER AT CHEST HEIGHT, ENGINEERING FOR ANY PROPOSED CONSTRUCTION WHICH WILL IMPACT THE USE OF ID The Dowarper and General Contractor shall be reaponsithe Ion protection of all oriel AT THE LOCATION WHERE THE TREE ENTERS THE GROUND SURFACE. LOCATIONS AND SIZES OF THEE TRUNKS CAN ONLY BE THE SIDEWALK,STREET AND ALLEY OR ON THE PROPERTY IN WHICH THE CITY HOLDS unprevements including eirlsting saniary sewer rem@iea Ihet ere to reran and it damaged dunes CONSIDERED APPROXIMATE UNLESS OTHERWISE STATED ON THE MAP. AN INTEREST. conaauctian of The pnapoSad irntxr w rrargal ghat be repaired 10 the satisfaction of the Cuwa ire $2 Man,Oita la and other offal agencies. UTILITY NOTES: 13.ANY SIDEWALK AND CURB&GUTTER ARE REMOVED OR DAMAGED DURING THE 11.Channa of al District manholes-loon the amsbwian well ba Protected try plywood ooKFE. CONSTRUCTION SHALL BE REPLACED AS REQUIRED TO CITY PUBLIC WORKS 1.INSTALLATION OF GAS MEIER AND GAS LINE TO BE COORDINATED WITH UTILITY AGENCIES. SIZE OF GAS TO BE COORDINATED WITH DEPARTMENT STANDARDS. }wwtl n rM manholes and t ne Cu taalitg4 soot be■tyusrea m hruf grad•a ii Engineer eerh UTILITY AGENCIES. We S�ndard Specifiwhorra of One Cuperino Sanitary Dtolrxt or as d'ueded h'!the Diatdd Engireer. 2.ALL SEWER WORK TO BE IN CONFORMANCE WITH THE CITY OF CUPERTINO STANDARDS. 3 ALL STORM DRAIN PIPING SHALL BE PVC SDR 35,SLOPED AT 2%UNLESS OTHERWISE SPECIFIED ON THE PLANS. PIPE SHALL BE SIZED AS SPECIFIED ON THE PLANS. ALL DIRECTION CHANGES SHALL BE MADE WITH A WYE CONNECTION. ELBOWS AND TEE SHOULD EROSION AND SEDIMENTATION CONTROL NOTES: 9r'S4al SANITARY SEWER NOTES ary t y retie• tern Ll 2B BE AVOIDED. SANITARY TARY SEWER NOTES zY 1.CONTRACTOR SHALL ASSUME THE CONCEPTS ON THE EROSION CONTROL OR.Or. DAN; CK-i CAE: "'}� - - PLAN NOTES,IF PROVIDED,ARE MINIMUM REQUIREMENTS,THE FULL EXTENTS OF LICENSE STAMPS AND SIGNATURE IN oil uC APPROVED..1 CAM a DR.m'n OATi sx-fir` IMTE: 4.THE HOUSE AND GARAGE MUST HAVE DOWN SPOUTS THAT ARE DIRECTED TO SPLASH BLOCKS(2 FEET LONG)THAT DEFLECT THE / /%he o° ` aa�� to oe/re71s nr oe/n a/se APPRweo.er: � ..�-S2. wrE=da/1e/1IS WATER AWAY FROM BUILDING FOUNDATION BY SURFACE DRAINAGE. WHICH ARE TO BE DETERMINED BY CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR THE EXACT DESIGN AND EXTENT OF CONTRACTOR'S INTENDED USE AND MANAGEMENT 5.INSTALL SEPARATE SUB-DRAIN SYSTEM BEHIND RETAINING WALLS PER GEOTECHNICAL REPORT AND CONNECT TO STORM DRAIN OF THE CONSTRUCTION SITE. SYSTEM AT JUNCTION BOX. gDFESSI 2.STABILIZE ALL DENUDED AREAS AND INSTALL AND MAINTAIN ALL TEMPORARY P• Oct SANITARY SEWER CONNECTION NOTE 2 6.INSTALL UNDER SLAB DRAINAGE SYSTEM PER THE GEOTECHNICAL REPORT AND OUTLET THROUGH THE FACE OF CURB. EEROSION AND SEDIMENT CONUNTIL CONTINUOUSLY BETWEEN OCTOBER 15TH AND v�{%,R N APRIL 5TH OF ESTABUSHED. ¢]3$ 10, All water lines,valves.hydrants,and appurtenances thereto installed within the public CITY OF CUPERTiNO GENERAL NOTES 3.CONSTRUCT SWALES AND DIKES SO AS TO DIVERT ON-SITE RUNOFF AROUND E�� 21 A minimum Thickness of five(6)inches of concrete shall be required for commercial right-of-way shall he the property of the water utility company. EXPOSED AREAS AND DIVERT OFF-SITE RUNOFF AROUND THE SITE. * ` driveway approaches and four(5)inches for residential.The driveway approach shall 1. All work shall be in accordance with the State of California Department of ``j�•olva�RCS' be installed CollCurrenl with The construction Of the curb and gutter. II. Storm drain lit tress installed as part of the w to on Chirac plans shall be cleared of all Transportation Standard Specifications(latest edition, as amended), and Standard 4.ALL EROSION CONTROL FACIUTIES SHALL BE INSPECTED BY THE CONTRACTOR AND OF Cxa- debris and obstructions Her 10 final acceptance. Plans(latest edition, as amended), and City OF Cupertino Standard Details. The REPAIRED AS REQUIRED AT THE CONCLUSION OF EACH WORKING DAY DURING THE P RAINY SEASON.REPAIRS TO DAMAGED FACILITIES SHALL BE MADE IMMEDIATELY UPON 24. one pound of dispersing black shall be mixed with each cubic yard of concrete at the Contractor shall perform the work described in the specification,and as shown on the DISCOVERY. batch plant. 12. All trench backfiil.,fill areas,and base material shall attain a minimum 95%relative drawings,and to the satisfaction of Ike City Engineer. compaclion. For typical ltcnch sections,except for sanitary Sewers,refer to the City 5.THE CONTRACTOR SHALL REMOVE ANY ACCUMULATION OF SILT OR DEBRIS FROM ISSUED e5. City Standard Street Lights shall be installed as required by the Director of Public THE EROSION CONTROL SEDIMENT BASINS FOLLOWING EACH STORM AND SHALL CLEAR Works,and shall conform to the CityStandard Detulis and Notes.Duringconsurmlion Standard Details. 2. Approval of these pla shall not release the Owner or Contractorresponsibility of the THE OUTLET PIPES OF ANY BLOCKAGE. plans shall corrections of mistakes,crrvrs,or omissions contained therein. if during the No. Description Date Operations,temporary street lighting shall be provided as necessary to ensure the 13. The Developer shall pay all costs for tnoisture-density curves(Calif.Test No.216E) course of construction of impmvetnents,public intones[reijuires a modification aflor a 6.STOCKPILED MATERIAL SHALL BE COVERED WITH VISQUEEN OR TARPAULIN UNTIL public safety. Temporary street lights shall he installed at the discretion of.a td to the and any ollier tests required by the City Engineer during street construclion. THE MATERIAL IS REMOVED FROM THE SITE. ANY REMAINING BARE SOIL THAT EXISTS satisfaction of,the Director of Public Works. departure from the Cily vF Cupertino Standard Details or these imprvvtxnents plans, AFTER THE STOCKPILE HAS BEEN REMOVED SHALL BE COVERED UNTIL A NATURAL 14. Trees,roots,and foreign matter in existing or proposed right-af-way shall be removed the City Engineer shall have the authority to require such modification or departure GROUND COVER IS ESTABLISHED OR IT MAY BE SEEDED OR PLANTED TO PROVIDE 26. City stands l street monuments shall be constructed at the Iocalions shown on the to a depth of two(2)feet below subgradc and disposed in per Caltrans Standards.In and to specify the manner in w(lieh the same is to he completed,at the sale expenle of GROUND COVER PRIOR TO THE FALL RAINY SEASON. plans or as directed by the City Engineer. the case of live tree roots from City street trees,Contractor shall contact the City for the Owner Or Contractor. 7.PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION field observation prior to removing tree roots. IMPACTS USING VEGETATIVE BUFFER STRIPS,SEDIMENT BARRIERS OR FILTER,DIKES, 27. New City standard street monuments and other Permancrit monuments disturbed 3. Approval of these plaits by the City Engineer is only for public right-ol-way, MULCHING OR OTHER MEASURES AS APPROPRIATE. during construction shall he replaced before acceptance of the improvements by the I& Trench plates in the traveled way shall be traffic rated,property secured and shall be improvements(including storm drain in the right of way),and not for water,sewer or d upon the request Of the Director of Public Works. 8.CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT,CLEAN,DUST FREE City Engineer.Attention is directed to Section 8771 of the Celilbmia rco=ePv Business and re9 dry utilities. 11 is the Developer'slptvtler'g responsibility ip coordinate reviews and AND SANITARY CONDITION AT ALL TIMES.CONTRACTOR SHALL BE RESPONSIBLE FOR Professions Code for the requirements concerning survey monuments. Existing 16, All trenches located within 5'of the edge of pavement(ie.curb,lip of gutter,edge of approval from eadl of the Utility companies, and to provide approval letters as ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY THEIR CONSTRUCTION.NO survey monuments shall be located and referenced by or under the direction of a requested. STOCKPILING OF BUILDING MATERIALS WITHIN THE PUBUC RIGHT-OF WAY IS licensed land surveyor or registered civil engineer prior to construclion operations,and pavement,etc.]shall be repel to the edge of pavement. PERMITTED. DATE: a comer record or record of survey shall be filed with the Count Surveyor of the OCTOBER4,2019 Y e} l7. All new pavement shall match the existing pavement section. A minimum pavement 4. ll shall be the responsibility Df the Contractor l0 ensure llad approved plans or the latest 9.PROTECT DOWN SLOPE DRAINAGE COURSES,STREAMS AND STORM DRAINS WITH SCALE: County of Santa Clam. Existing survey monuments shall be real to finish grade,and section of3"ACW'Class 2 AB is required. revised plans are furnished to its subcontractors,and to ensure the latest approved ROCK FILLED SAND BAGS,TEMPORARY DRAINAGE SWALES,SILT FENCES,EARTH BERMS, AS SHOWN a comer record or record of survey shall be riled with the County Surveyor of the STORM DRAIN INLET FILTERS AND/OR STRAW BALES USED ONLY IN CONJUNCTION WITH DRAWN: ��R4v 6 fit (8, Exisling pavement that is removed or dame plans are ensile at all limes during oonstruclion. `7 Fmthc.�p6adimtt rhhe vrnli ® erineleliau Soar god shall be replaced as required by the PROPERLY INSTALLED SILT FENCES.PROVIDE ROCKED DRIVEWAY FOR SITE ACCESS 1 I t. ��/ LJ C V 1 V�.7 C 1 1 ll �e F�+Cett f l l I�C 1 1` City Engineer, S. The Contractor shall notify the City of Cupertino Public Works Inspector two(2) DURING CONSTRUCTION. 10078 working days prior to requiring an inspection.Call(408]777-3104 to Schedule Public Cvns[maic� '�j n®1� 1�� kes}t ��l n,(�jI[�rades shall [9, Manhole fmmrs and Covers shall be brought Id finish gradc prior to Final sigil Works inspections. _ be sel by the Conlrnctor's s eynr nr rngiueer. SHEET TITLE: CUP R!IN.O tAPS 7;fie-Yry n 20- Five(5)working days prior to installing permanent striping,the ConTractor shall cat 6. Canstmctivn area traffic control devices she]I.be installed prior to beginning of work. NOTES �9. Notify this City liupettor tin cost rk r .,ty.,r--stance of requiring services for track the striping and request review of the cat tracks by the Cily Traffic Engirl {}chocking field staking. TW �}f0,111`,1628 �'y�7,n�'�yltccls shall be furnished to the City The City Engineer shall have the right to make changes in the location of the 7. Notify City of Cupertino Traffic Signal Maintenance for inspection of Traffic signal Ca e#lnspectrm f1 L V I �/L V y aligarimrnl of traffic bt ipcs,pavement markings,and pavement markets. Facility foundation excavations at(409)777.1366, two(2) working;days prim to 77�� 30. Gradingof lots shall b4 I e City Engineer,as shave on pouring any cabinet or signal foundations relating to the job. GENERAL Y bt 2l. Concrete for use jo all concrete structures shall conform to California Department of the plans,and shall feil0w requircmcnls did smadards as set forth in the City Standard Transportation Standard Specifications Section 90. Drop inlet sidewalks,curbs and NOTES Po Fco P & S. The Contractor shall Tecate underground facilities in the area of work. The Contractor Grath and Drainagenoles. gutters shall contain 590 lbs,of cement per cubic yard and shall attain a minimum shall contact Linder ound Service Alert USA at 811 Iwo 2 working days A provR I o��ep D i re�eTtor/S4a, y strength of 3,000 psi in 23 days. $ (USA) (] g Ys in 1. caw Ition o tic tanks sat con one Io Ca to tare Count Environmental Health advance of any wan for location of the underground facilities. 1 utatians./�p�,� ypgy�.ire prior to consrnaction. 22. bmp inlets shall he constructed conforming ry City Standard Datailsunle8g v111ene'isc CITY OF CUPERTINO APPROVALS A pro AM 7a � OW219/LlI 9. All underground utilities shall be installed and backfilled before placement of the base SHEET NO. p p noted on the plans.I£grate openings align with direction of path of travel,openings material and surface structures- 1F uliltlics are to be installed subsequently,a written shall be no ntidcr than W'. Drop Inlets shall be installed concurrent with the notification from Ike affected utility company indicating its commitment to bare or Sif nature JeffreyTsu m u ra construction of the curb and gutter."No Dumping Flows to the Bay"plaque shall be APPROVED: funnel shall be Submitted to the City Engineer before proceeding with the work. Case Manager imvalW on the curb adjacent to al hdcls. Underground utilities,except atonal drains and sanitary sewers,shall not be permitted 1 in pavement area,with t11c exception of street crossings,unless approved by the City 1 Engineer. NAME DATE C'll'PERTINO APPRaVEp 8Y DATE 2-7I f;� CUPERTfNO DATE: ILT]DETAILS CITY ENGINEF.A dtD DETAILS APPROVER&Y: EN(iTNEER AB AGGREGATE BASE GB GRADE BREAK AC ASPHALT CONCRETE GM GAS METER AD AREA DRAIN GR GRATE ELEVATION NEW BW BOTTOM OF WALL ELEVATION HP HIGH POINT CB CATCH BASIN INV INVERT ELEVATION I / RESIDENCE CIP CAST IRON PIPE JT JOINT TRENCH I lmii�-Z / CL CENTER LINE JP JOINT POLE I / CONIC CONCRETE LD LANDSCAPE DRAIN CS CRAWL SPACE ELEV. LF LINEAR FEET 0 5 10 20 DO DECK DRAIN (N) NEW DIP DUCT IRON PIPE PKG PARKING I / DS DOWNSPOUT POC POINT OF CONNECTION I / DWY DRIVEWAY RET RETAINING WALL 10583 SANTA LUCIA ROAD (E) EXISTING RIM RIM ELEVATION CUPERTINO,CA EG EXISTING GRADING S SLOPE - S.0'03'3 „W _ _ __ __ __ -- - APN:342-17-002 EM ELECTRICAL METER SO STORM DRAIN LINE ° *6 o e 3"TREE• sb ° EP EDGE OF PAVEMENT SDCO STORM DRAIN CLEANOUT ti ob' 28" D °H+ 5; 6RTREE j, FC FACE OF CURB ELEV. SDFM STORM DRAIN FORCED MAIN I I l b e ( ° 19"PINE 4"STUMP o I +0 7"RW FD FRENCH DRAIN SS SANITARY SEWER I ©21"RWD FF FINISH FLOOR ELEVATION FG FINISHED GROUND ELEV. SSCO SANITARY SEWER CLEANOUT I ti j 2 TREE j 4 TREE ko j o5 TW TOP OF WALL ELEVATION oy.+ �+ FL FLOW LINE ELEVATION TYP TYPICAL o "PINE y9ti 60 0° titi o5y FM FORCE MAIN LINE W DOMESTIC WATER LINE I 1P. +"P. ,& 05. FP FINISHED PAVEMENT ELEV. WM WATER METER I yap ` a a s s o c I ATE s FS FINISH SURFACE ELEVATION ,�+ 4"TREE" FW FIRE WATER LINE Applicant shall update Civil plans I h6 5°o j 5`9 ok9+ + 5y j a o 0 2625 MIDDLEFIELD RD#658 to be consistent with the site and I o ��g'•�� + titi ° TEL: (65TO, CA94306 +05 3 ti +1oh. 3"TREE+ e> �TEL: (650)823-6466 ABBREVIATION 2 I ^ FAX: (650)887-1294 landscape plans and reflect trees 2,"®MP o� °� �, °5 to be retained. °y ti a� 3"TREE° 1° k bra `TRE o 0J 6 : -SS- SANITARY SEWER -FM *FORCE MAIN I -E- ELECTRIC -SL STREET UGHT I +o�" , tis a51 F-5 J , °a -TV TV CABLE N -IRR IRRIGATION \ 3"TREE, - 194.5 °A 04.5 y�o� -FS FIRE SERVICE �'--�'-----og--- �'------ }�--- -�',' c FS»--+--'fit--------- --� -1T.y`-------�- -X- FENCE -- -- o + ryti +o°i j �+ 5"+ °° i `\\� O -W DOMESTIC WATER SERVICE -,R JOINT TRENCH CD I o" XFS __ 104.75._._._._._._._._. ________°_k__ X j FSx CD i104.�. `z:-FSx -\. .-x- - 104.3% O -T- TELEPHONE -0/H- OVERHEAD WIRES I 2"�TREEi� �\ �\ - o 1 1 .33 1 7.0" 10 3 j X 10T4S75 j j 10 75 j j \1 -G- NATURAL GAS RISER FSx xF5 ° 5 DS SPLASH BLOCK,MIN.2 FEET p l l * ,fie n X 9y 55 (E)SPOT ELEVATION AWAY FLONIG ROM BLDGCT . WATER I r7 �° x ' P +o��' �( RISER" o°+J 105.3 1°a`� 104.9270" 10461 j O FS DOWNSPOUT I °'� 1 0.5" FF ^° 05.46 105.46 5 RISER 105 5 - -- . x99.35 (N)SPOT ELEVATION I RISER 105. Q F x FF x FF FS { f 105.5 105.51 104.92 °+g�" ? LICENSE STAMPS AND SIGNATURE 6 +°'S�' J S +o�I n O O +o 103.6 F \ ,.. o�� + N p4 4AN fQ 9 LEGEND 3 L- ----- ° =ij o f 1❑ SHALLOW SWALE,SEE 1/C.5 1 o F o °a+ 10 1 RISER �+ I I I o F x FS 104.61 ,J E70'j13 z a. ❑2 DISSIPATION FIELD, /C.5, 1'TOP SOIL,3' DRAIN �S 1ST FF= 105.5 11 x xFS FF+SS'' ROCK LAYER,SEE 2/C.5 (c9� ne o o+ 10.63 ,7.5" 103.55 1tl'@. OF I ! � I I RISER EATHWORK QUANTITIES: co�p�i` I °ry� *oti 1 6.0" 105.5 CUT(WITHIN BLDG. FOOTPRINT) 75 C.Y. PROPERTY LINE -- �sF 9 RISER o� CUT(OUTSIDE BLDG. FOOTPRINT) 5 C.Y. 4"SOLID PVC SD titi Iss- N + 105.0 ti ^" I FILL 10 C.Y. GRADE BREAK ----------- I i +,�°ti C g +� I No. Description Date BALANCE 70 C.Y. / I 104.85 xF� °j FS o" _-J 21"PINE } I� FS 103.7 j .y? -- EARTHWORK QUANTITIES SHOWN ARE FOR PLANNING I ,yP °+ PURPOSES ONLY. CONTRACTOR SHALL PERFORM THEIR OWN o +° j 27.0" xF� I's + --- -- ,---- o 103.6�., j oo* FSx j o EARTHWORK QUANTITY CALCULATION AND USE THEIR _"� 4fiRE j RISERS,.,' j o X ok. 103.23 X o5 j 5� CALCULATION FOR BIDDING AND COST ESTIMATING PURPOSES. co , + v I co cq oq I I eti � I Z I 02.0 CUT AND FILL ESTIMATE 4 U F° 101.9 2 _ j >� °ryp9 Ko °6+ +'Ili 1-5- ` 101.5 51011.61 j DATE OCTOBER4,2019 ---- --------- &- EP GRADE BREAK EP xTC 3. SCALE: AS SHOWN c 101.61 101.45 101. DRAWN: to a 3"TREE, 0 Community Development Department aM ��I I oy j j ° j j jN j j �N 3TREE Ioo7s .o .3°TREE 3"TREE•-- ° X X -- ,'�° Z. wo�i "TREE-------r----- �-- -- ---- -- - - -�- Planning Division - Cupertino ao � ( N.0"03'30"E. 0Rk ti 130.00' j CUP RTINO APPROVED ��°0901+1 10135 °FH j+o°9ry j 6° j o j 1+5100.73 1 +o°1.,. 1 100.38+"Pf" /j SHEET TITLE: o F °* TC TC R-2019-028, ° o do °0�00. B H,u 1Y /H TJTi� u I 8 T 1p0.12 CONFO Ca e# GRADING & ,DD.OD I DRAINAGE \1 I I NO MONUMENT WELL H TAG(BENT) SANTA LUCIA ROAD �� ti9 1 I I ti PLAN Approval Body: Director/Staff - - - -��- - - - - PER 75-M-21 __ -- - - - �T ti °° FOUND 3/4"IP WITH TACK o09^ Approva I Date 07/29/20 a IN ASPHALT PER 75-M-21 ,o o ti o �o SHEET NO. Sif nature Jeffrey Tsumura Case Manager C.2 GRADING AND DRAINAGE PLAN SCALE:1"=10'-0" 1 LAGGING D NEW `., ON ES AG L MIN SANDB RESIDENCE InNata: stall fiber fall BERM 0 ❑ ❑ ❑ r �+J olong a IcvN contour. I / v % D 0 SANDBAG `:r` 10 MIL I / u y PLASTIC LINING / F e�.Ie[I3 o a O L D A 0 5 10 20 y y A x O I 10583 SANTA LUCIA ROAD BERM I / CUPERTINO,CA ;;; %%f%r`'`` 'i,l ❑ APN:342-17-002 O Q 0 SECTION A—A S.0°03'3 "W. VnrEfeel spoI-glilt PLASTIC MIL NOT TO SCALE _ ___ _____ ____ ________ eaur�d Meng the '� y PLASTIC iINING 0 3•TREE• 6 ° tnra at line Wop° PLAN I 0 ,aob' 28"RWD oak 4 °�' 4"STUMP o`'9 6•TREE *05 I I s between InRYnn a tfher roll ne-nr I P ---- NOT To SC.aLE a 7"RW 19"PIN //f``'��\ r un onct 2G' s[afa where it tI.p, ions I +° Do d21"RWD Y into v aleaper slopr. TYPE 'BELOW GRADE" °o 2-TREE 4"TRE� ho oh" & A S S 0 C I A T E s 10 MIL I o6 0`''+ ��+ PLASTIC LINING o °PINE °�ti a° TYPICAL FIBER ROLL IN5TALLATON I e +o +o +0 60 °yry� 2625 MIDDLEFIELD RD#658 N T•s 10' I h9 4"TREE, tie h91PALO ALTO, CA 94306 MIN I �, 056^ y:9 A ,o, ,o�ti 0,9: TEL: (650)823-6466 + �' ` ;° ,y °+ r„ FAX: (650)887-1294 +0`'60 1 3'fREE° ! +•.oyry 3-rREE+05`� w Flbar ro11 8 B WOW FASTENED FRAME U SECURELY I 2 ,h+ �"/ 5 titi�___—ENTIRE PERIMETER WITH 21°SNMP ,05' p6 �b o 05 �^ 8"mirl Imo, 5 n + +� vpe TWO STAKES © nrre o � SECTION B—B � 3"R2EE° a°+' + � o � • \/ STAKE NOT TO SCALE 6"fREEo "`° / 56 & qua (TYP} I +o°' ,ya hg r—J on 3"TREE° o+. o oy. h NOTES TWO-•STACKIE PLLASILIC LINING O titi +ot`o o r F -3/-0�" 4/'I" K 1�ROUGH 1.ACTUAL LAYOUT DETERMINED p ,ph on o O mnod stokes WOOD FRAME PLAN IN FIELD. 4' spnefng NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN O TYPE "ABOVE GR.aDE" SHALL BE INSTALLED WITHIN ?TREE /� �� .jO FT. OF YHE TEMPORARY O +Q� CONCRETE WASHOUT FACILITY. 9 Li L EIN IRtNCHMENIT DETAIL rn +`°� X +oy9' ok;h o°iryrf, Q IN I S I+ 9° 1 _ J — (\% 0� LICENSE STAMPS AND SIGNATURE Bin U v�'i nj k1 O 6 9� O+. J O 10"'� Q cs PgpFESSrpa, FIBER ROLL DETAIL 2 CONCRETE WASHOUT AREA h VT w f m 4 � Br 63 z e o- O CrL'IL 1❑ DURING CONSTRUCTION ALLOW SEDIMENT-LADEN J " 0'9 + OF CJSl y4 RUNOFF TO FORM PONDING AND ALLOW SEDIMENTS TO ps rsa,.( 1(mom) SETTLE OUT PRIOR TO DISCHARGE r9 e ❑2 PROVIDE AND MAINTAIN VEGETATION COVERAGE AROUND ¢U 3, THE THE EXTEND OF THE DISTURBED AREA DURING 9 S +oti� CONSTRUCTION UNTIL PHASED GRADING ACTIVMES y�92 ,�oti Q ISSUED ❑3 CONTRACTOR SHALL NOT STAGE,STORE,OR STOCKPILE ANY MATERIAL OR EQUIPMENT WITHIN THE PUBUC ROAD F No. De rlpeon Dale RIGHT-OF-WAY.CONSTRUCTION PHASING SHALL BE I titi Pub R/W COORDINATE TO KEEP MATERIALS AND EQUIPMENT 9 ONSffE. " ® PINE INSTALL FIBER ROLL AT RUN-OFF OVERFLOW 21 a I o5 DISCHARGE,SEE DETAIL 2/- PLAN ❑ CONTRACTOR TO MAINTAIN o ROCKED CONSTRUCTION ^ ,,�* *'` A* ENTRANCE,SEE DETAIL 3/- M TREE •,o"' + ti5y ° M CID O NO SCALE © CONCRETE WASHOUT AREA,SEE DETAIL 4/- +o�h� 7 USE(DON'T OVERUSE)WATER FOR DUST CONTROL. °P 0 I aticq Rih1�R� 8 SPRINKLING THE GROUND SURFACE WITH WATER UNTIL b9 Z R IS MOIST BEFORE GRADING ACTIVITIES. 59 +o +o I I �ti +oti 9 DISTURBED SOIL NOT INCLUDED IN IMMEDIATE �o ° ,y�`' 1 \+ *oti ��, DATE. OCTOBER4,2019 OPERATIONS MUST R PROTECTED A VEGETATION, 4 ° o`t •.o� SCALE: •(67 Sm �P,,.re,mo••bmhIw r. � MULCHING OR OTHER EFFECTIVE MEANS OF GROUND * AS SHOWN e rlr h°t..m sanwlo,d ed..weuo" _00 5 v ram•+a Eobonm one Pw�r pine COVER. _ DRAWN: • 10 CONTRACTOR SHALL SWEEP THE STREET ONAWEEKLY __ _ -------------------------------- — — — -- • J Community C' *p m e nt Department BASIS,OR ADDITIONALLY AS NEEDED TO CONTROL 3 TREE, isr�r,�y ,�pp��r; yd�, Ip+, DUST. I x 10078 Pln'MfhtVVi9nII g l.•U ftInO o I I 3TREE• -- �v DESIeII AND CONSTRrJCTIpH EO ICAPONS a M \ o �� 3"TREE �5 �/�r�np, Iy z +o o SHEET TITLE: '"A,Pl "R&VEV" w ° ,3•TREE 3"TREE• o ° �o CUP RT I N O I.TLe materlA toe ameL—t t ,h Ia 7sm,n(x'to a']atan,. w o`i "TREE ————— — ———— — — ——————————— — — — 2.The thleknees at thetppaad rh.Tn t h.reae then 2osmm(n°). / ab N.0°03'30"E. o6h ti 130.00' EROSION Ca e }} �.The.Idlh of the PadR ;L0 I91 2&ll rfd vt vll 0+ 1°F pence et Ylgeu er�giM f f o FH +O° °6� +Oo +°o o �Oo. +°°� 4.The len th el the °°th Pa]$.Z ,.w(�a']. a FFu IY ro,N cTIL DTIL " 8 6 CONTROL 5.The wkeuo a shall he mvintolmW In a—dilim that will Prawn!bpcking PLAN Hawing or eeament onto public Hight:-or-way.Ibis may re¢uxe yerladlc I oo oo =100.00 dreg Ing w1 aoditr of sta a es c Iry mpnri and r-*r and/ ` t "�°°°Im� i SANTA LUCIA ROAD } Approva I }��e" �[�,yp�(�r�c gli -wey deli he mmevad k"medraldy. \'I FOUND 3/4"IP WITH TAG(BENT) ry9 I pry A pro va�l �� „rn Isµ u �wh�/n/vfaaM to remem d.1":nt friar to entrance - - - - 1F! PER MONUMENT 21 WELL————————_— ——__ °. ——_——moo— __ � - SHEET NO. n gin ng Ia required•it aholl be done en J\� +rt� p O p p vn 6 FOUND 3/4"IF WITH TACK .ve t{��o�er"p,.ipu�l d:n.nyt�:,hpal�l�n re�pr..,,,nt.drrom enirng y:tvm arol", 5 6 1� °o' �` IN ASPHALT PER 75-M-21 Si nature4I" ""Ifff G"tUII IL"b.g%grovel,beard w other ,p,vrn d r Ihof:. UT C.3 Case Manager aypn-metric units;n hrackela o5' wv0,o CONSTRUCTION ENTRANCE 3 EROSION CONTROL PLAN SCALE:1 I 0 5 10 20 / NEW RESIDENCE S.0°03'3 "W. _ _ __ 28 D o�ka °�0 4"STUMP oh9 6"TREE 3°TREE°—_4 °0p +°a�a7"RWD.021'RWD 19°PINE 0 2"TREE 4� °5.+ + o "PINE oa9� +o56a +°� °�titi °5ti 10583CUPE TINO,CA ROAD APN:342-17-002 0 4°TREE, f � ti a+ EE 3"TREE° 1 "I ry F-—+�° — 3" -- oh1� M 21"STUMP NIP oa I'd, o ® "a °a g + +oa�a o • 8 ASS 0 C I ATE S + aa° 3"TREE° ,o as 6REF. 051$J 2625 MIDDLEFIELD RD#658 3"TREE, +,�oa Darya °5°a 91 PALO ALTO, CA 94306 1❑ NEW PROPERTY LINE CLEANOUT(PLCO)PER DISTRICT a,ya TEL: (650)823-6466 STANDARDS.SEE DETAIL 5/C.3 __ __ a " o+ ti ao �oa FAX: (650)887-1294 ❑2 CONTRACTOR TO LOCATE,EXISTING SEWER LINE. o I *�oary `° oa5+ p PERFORM VIDEO INSPECTION AS NEEDED.IF NOT ADEQUATE FOR RE-USE,PLACE SEWER LINE AT THE I I SAME LOCATION.COORDINATE WITH SANITATION DISTRICT 02'1REE ❑3 (N)WATER LATERAL,WATER METER SIZE,AND WATER c"\ CD LATERAL SIZE TO BE DETERMINED BY FIRE SPRINKLER OM +o� °'� a?a nary Q CONTRACTOR,(DEFERRED SUBMITTAL) I 90 O ® (N)CURB&GUTTER PER CITY STANDARD,SEE 4/C.3 I+ ° a — _— J° ch� ❑5 (N)DRIVEWAY PER CITY STANDARD,SEE 5/C.3 •� as U rn © (N)APPROXIMATE LOCATION OF JOINT TRENCH (ELECTRIC,PHONE,CABLE).COORDINATE WITH PG FOR DETAILS ❑7 SAW CUT AND REPLACE WITH FULL DEPTH AC I o° a E P6 + z¢n © AC TRANSITION AREA. GRADE AT THE FLOW LINE TO + °ry L - — 6 o N ZS Ln CONFORM TO NEIGHBORING PROPERTY FRONTAGE a a O J F O °'S9+ ❑ ❑ LICENSE STAMPS AND SIGNATURE y�,9 � a'` +oti' gpFESSI I / No 21°PINED 1 t (N)SSC �aa _' —J I j CNIL fig. �1 1,y9 OFC�l CD C� 4-TREE °'�+ °aoo �•s° I50 I � +0 + ° I 00 ISSUED 0 eti a I z Doti No. Descriptlon Date O ° `%----- -------------- - — _Pl -----v — I I + 0--- ---------0 ------ -- ---- -'°---- - ow (N)SSCO 3'TREE, OE=� O O 3"TREE° o 3°TREE �'o i i ---- ---- °3"TREE 3"TREE• I�T --- -------- + —� N.0°03'30"E oa ti 130.00'o °° `&CN '� e DATE: ° X01.5 4 3 2r o.+ 11 ,' OCTOBER4,2019 FH +oQ� ao (N)WM 1 +o°' 1TC38+404 �°° +o°� SCALE: AS SHOWN \ 00 LkTIL o 68. o .T 1Q0.12 CONFO DRAWN: 1 foram—munity-DeYelopment-Depa�r,tment \S6 F'� Cupertino ^ G G <<i_r°.APPROX. LOCATION OF GAS MA�11 G G =100.00 I G 10078 R/W P IE�TnIn I n„,EQ I W5I o n — C L1 e rt i n o 1 I I FOUND 3/4°IP WITH TAG(BEM) 7 SANTA �' LUCIA ROAD 7 I I ' �} p IN MONUMENT WELL ti° - DEDICATION _ _ _ _ _ PER 75-M-21 .. .. 4_ __ o°_ __ o°' __ °° __ _ _ _Jn\� __ y_ _ _ SHEET TITLE: CUP RTIN , `� FOUND 3 4"IP WITH TACK ,D J^6 APPROVED a + -- °° / o° hti tie °�° oc" ° IN ASPHALT PER 75-M-21 ° STREET Ca e# 5 S5 SS S SS SS S5� R-2 19-028, SSMH 3 APPROX. LOCATION OF SEWER MAIN SSMH IMPROVEMENT RIM=103.39 h° RIM=96.44 A WV,"°° &UTILITY W W W APPROX. LOCATION OF WATER MAIN W W W PLAN Appro aal Body Dire /Staff 2' (E)A.C.SURFAC A p pro SLOPE VARIES SHEET NO. d SiE nature Jeff E CURB&l-a5e11Vl0nager CA (E)SUBGRADE HALF STREET SECTION 2 STREET IMRPOVEMENT AND UTILITY PLAN SCALE:1"=10'-0" 1 NEW g aq� RESIDENCE . ha.r/T ,.;Ih a�::e. ¢OFJ�SCALE ie / 2'IP 3' A I1-1I I- �_ 105 AD =111`1� I _= III;III-1T 1I�I I1=11---- 83 SANTA LUCIA ROAD ATE ALA CUPERTINO,CA xa APN:342-17-002 `r 4- I r 14" W E C SECTION AT SWALE N.T.S. 1 OR-• os p0 M9 & A S S O C I A T E S A7 B a ti class I:Ayy.x9r— ARa 2625 MIDDLEFIELD RD#658 �'°0�- zs• PALO ALTO, CA 94306 rt.o-o\ a-o.oe �- 3 6 CATCH BASIN TEL: (650)823-6466 T L CH m v12 o.E. FAX: (650)887-1294 _ T 12° 7�R-V>;• o a o FROM DS RTH END CAP 1 COVER TYPE E{MUUNTI BLE DIM a p° S• Class I Aqq. buss - Ir C J TYPE E � -- - b b DR A- 3/<• t x /a fi ,r 2°TO 4°SMOOTH WRAPPED�� ° 4-WRAPPERFPED W/ PVC PIPE, R ROCK DRAIN ROCK FILTER FABRIC FILTER r,Y NPaiNa mm_G°m I. F]CTRUIJED CURB R-C-71KE�Y�... ,.,v,. ma•a A34 AMR A3-60 — �� 5TAIYaARf}CURB SECTIONS FILTER FABRIC LINES TOP, REYSFD 3/9] 1 BOTTOM AND SIDES OF �I 7fI DISSIPATION FIELD CITY C-C..PERnNC APPROVF;- BY AIE ,-16 STMOARD DEiA_S C G:V.h. SEE PLAN FOR DIMENSIONS LICENSE STAMPS AND SIGNATURE QADFE531pa, CURB AND GUTTER DETAIL 4 DISSIPATION FIELD DETAIL 2 `°+•�N`�o�� % CUPERTIN❑ SANITARY DISTRICT CiVILOF �s s.i.r s' N SOExALx �56 NAX ,�, 011d1NO ISSUED i P / No. Description Date PARIC SIRV sr pEAN-0IlT Lo a1 EEP oPSEE NOTE riClLS ,�paEAg� 2 Dam plMINT PWO CCN181RUCEN111 Jv.rf 4.5'W COIFR (F�FfPilds TO eE APPRvvev ar I rapes ro ae IJaG pwuur DSTrcr flVANECR] JpHi CF CUT gf.S *MUAWL � .nNr t/e'wvt; 2'DEEP CN 8'0.& 3 FCR-QJ LLAr p° - w-�rlr DATE: OCTOBER4,2019 t. - O. �. c°r,Ww a�..,w n.t n,me°t%n �[wAaPRn�En rwr>_ SCALE: AS SHOWN h0.11,1Y xe,p IrNan 11tl9+°�f.w1exalrvs[a62 sews m iwIto e¢ C'-O'O.O- Ila DRAWN: Community Development Department %. I. liPhtsa .�T°I _ _________a S to>"Iq^I maarn.se.wrR,e e...pxr.,,.�...en..br a royAfa=___ 10078 Wffl LATUM Planning Division — Cupertino Emw� =OJE u,�AND a. Ep°.mar rnam PraWrt9+M.. 0° d°p.N 1 bs 1. In no ca..dwE crv.. _ INSTN DW-"Y CEAWOUr. CUP RTINO APPROVED = N- ^ •�.""'° .W eP+�c Rae NnNc°R isrxmm SHEET TITLE: r w x •.a'a v dJe FOR YACRFILL ANo alnvr c REO REIEII$ w1h 11 he F - Dap EPxe G°.. e•cpn.19. a ht,th OR MVPCrFb Eoi11K(TSPI SEE LETAL Ca e# R-2019-028 ��. 2% n R 6 fa•o.0 h°N.°,. MOIL ' qu11r - p„iw10 2%lae. S•nakl^I+tl 2 ALL¢ TT�s S,ALL a OMSTY O PPm E Yffi F+,twwo - �.MWASU lAx,, �~> gpELw DETAILS . „ wlth°0.5%rdw.w eP+wxtwn uo rawsmcr rase Imacs cann,rslel e,a Nd�da erN.t -� Approval Body: Director/StafF � .�h�,l.o„�t�wm4 a L059NLL�NAHRo SE14R- 1$110EIGN A-A S SiA1P CN oaO PACE iF nsea■iH•5•MERE uIFRAL PASSES LT1OFa LLNti,E Nor Aro va I Date 07/29/20 s ,� I.uAr eE PUN ff+s rr IP APP IOYFD a prr. SHEET NO. pp DRIVEWAY DETAIL-pETACHED SIDEWALK rtxsm 6 e Sif nature Jeffrey Tsumura �r� SEWER LATERAL CLEAN—OUT INSTALLATION ON DUSTING SEWER LATERAL .p pTY OF CVPERTINO APPROVED Sri - DATE: /�- 1-20 C.5 STANDARD DETAILS - GI NC Lii DR.IBM DATE �I OAI Case Manager M ee/01/1+ .E: oeryapa .er. wTe one DRIVEWAY DETAIL 1 5 j SSCO INSTALL AT EXISTING LATERAL 3 DocuSign Envelope ID:85EF260D-A6A8-48F4-BB4A-C4219E4F7109 Revision WATER-EFFICIENT LANDSCAPE CHECKLIST WATER BUDGET WORKSHEET Landscape Documentation Package Checklist Community Development Department Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Cupertino, CA 95014 planning@cupertino.org Cupertino, CA 95014 planning@cupertino.org 1 - PROJECT INFORMATION http://cupertino.org/planning http://cupertino.org/planning a Date - 11/18/19 PART 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION PART 1: PROPERTY INFORMATION b Applicant - Greg Lewis - Landscape Architect COMPANY&CON IPANY ADDRESS PROJECTADDRESS A.P.N. c Project Address - 10583 Santa Lucia Rd., Cupertino Gregory Lewis - Landscape Architect y Io.216 10583 Santa Lucia Rd. , Cupertino d Total Landscape Area 6031 sf NAME LIC./CERT.# e Type of project -single family residential Gregory Lewis #2176 sTTI I�e REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA F ° 45.3 g Checklist of all documents in package - see this page E-MAIL PHONE t7F CAS lewislandscape@sbcglobal.net (831 ) 359-0960 PROFESSIONAL 6031 SQ. 5389 SQ.Fr. 0 SQ.FT. h Contacts of Applicant - N PART 2: PROPERTY& PROPERTY OWNER INFORMATION Owner - Tracy Hsu tracy_hsu@yahoo.com REGULAR LANDSCAPE AREA �* o PART 2: SAMPLE HYDROZONE TABLE i "I agree to comply with the requirements of the water efficient landscape U � Tracy Hsu tracy_hsu@yahoo.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAFX LAND- FTWU ordinance and submit a complete Landscape Documentation Package w FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA 22330 Santa Paula Ave., Cupertino T'MjECT ADDRESS A.P.N. 1 0.25 Drip 0.81 0.3086 5264 1624.69 45,631 vco 10583 Santa Lucia Rd., Cupertino A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO 2 0.25 Drip 0.81 0.3086 25 7.72 217 Q Cc PROJECT TYPE(CHECK APPLiCAPI.F) WATER SOURCE o w O -0 New Potable TOTAL LANDSCAPE AREA TURF PLANT AREA 3 0'8 Spray 0.75 1 .0667 642 684.80 19,233 B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - < M M ❑ Rehabilitated ❑ Recycled S E E S H E ET L2, L3, L4 U v ❑ Non-Residential ❑ On-site captured rainwater 6031 SQ.FT. 642 SQ.FT. 4 0.7 Drip 0.81 0.8642 100 86.42 2427 0 N ❑ Graywater 0 L Q WATER PURVEYOR NON-TURF5389 PLANT AREA SPECIAL LANDSCAPE AREA GRADING PLAN - see sheet C-1 M.M.C. Associates, LLP (408) 446-8418 Q M U J C: -0 SQ.FT. SQ.FT. (n (� TOTALS (A)6031 (E) 2404 (�� co T PART 3: COMPLIANCE CHECKLIST 7,508 a SPECIAL LANDSCAPE AREA The following items shall be submitted to the Community Development Department w Landscape Parameter Requirements Compliance 1 Planning Division prior to BUILDING FINAL J L � Ii TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area. O ❑ no turf {No turf in non-residential area) y ( YES 1 A. CERTIFICATE OF COMPLETION AND INSTALLATION (Appendix C) 0 co Turf shall not be planted on slopes more than 25%. ❑'`YES TOTALS (C) 0 �i�) 0 (L) 0 w Section 14.15.120 LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE All portions of turf areas shall be wider than ten(10)feet(unless irrigated with ` YES B. ( ) (� subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS ° ° (��) + (Z)67,508 ETwU < 93,163 MAWA 0 HYDROZONE:Put in hydrozone#,letter,or planting PLANTING AREA At least80/° (100%for non-residentialarea)of non-turf area shall consist of YES - ( ) ( ) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, C. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) native or lour water use plants. � front lawn,etc.) PART 4: ETAF CALCULATIONS 0 PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low D. LANDSCAPE MAINTENANCE AGREEMENT (Section 14.15.140) Average ETAF for Regular Landscapes= (B) - (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 Plants with similar water needs shall be grouped within hydrozones.Each YES for high water use plants. hydrozone shall be controlled by a separate valve. 0.40 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip • IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip SOIL MANAGEMENT Atleast4cu.yds.of compost six(6)inches deep,shallbeappliedperlMsq.ft of landscapearea. YES (ETAF) < (0.45 for non-residential) ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three(3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) - (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for surfaces of planting areas,except in areas of direct seeding application(e.g. YES new and existing Special Landscape Areas shall not exceed 1.0. y ETo=evapotranspiration rate means the quantity of water hydro-seeding). 0.40 Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired by plants during a specified time H yd rozo n e Summary - Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0 0.62 is a conversion factor that converts acre-inches/acre/year to FORMULAS gallons/sq.ft./year. DSGgpe IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or YES HYDROZONE - DESCRIPTION GPM S Q.FT. % O F TOTAL soil moisture sensor data and utilize a rain sensor. ETWU = ETo x 0.62 x (ETAF x Landscape Area) No. 2176 y� no irrigation VALVES ❑ Estimated Total Water Use � r � system Irrigation controllers shall be a type which does not lose programming data in YES the event the primary power source is interrupted. � MAWA = ETo x 0.62 x[(ETAF x Landscape Area) + ((1-ETAF) x SLA)] 4 o 20 Maximum Applied Water Allowance HYD 1 - 2,5,6 DRIP, LOW WATER SHRUBS 7.1 5264 87% �, I I I8 I01 Q Page 1 0 1 qTF OF CAL�� S f HYD 2 - 1 DRIP, LOW WATER TREES 0.5 25 0.5� WATER-EFFICIENT LANDSCAPE CHECKLIST HYD 3-3A LAWN, HIGH WATER 7.0 642 11 Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planning@cupertino.org Drip Irrigation Notes HYD 4 - 7 DRIP, MED WATER, TREE 0.4 100 1 .5% http://cupertino.org/planning 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11'' U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO TOTALS 6031 100% Landscape Parameter Requirements Compliance THAT THE TUBING CAN BE FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. COVER TUBING WITH SOIL IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the AND MULCH AND INSTALL MANUAL FLUSH VALVES AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. Q dynamic pressure of the system is within the manufacturer's recommended YES 2) RUN LARGE TUBING OVER AND NEXT TO ROOTBALL OF PLANTS (12 INCHES OR CLOSER) TO MINIMIZE LENGTH OF SMALLER U pressure range. 1 /4" TUBING. SECURE EMITTERS ON 3/4'' TUBING AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' Manual shut-off valves(such as a gate valve,ball valve,or butterfly valve)shall YES TUBING FROM EMITTERS TO PLANT ROOT BALLS. INSTALL STAKES ON 1/4'' TUBING AT 12'' ON CENTER AND COVER TUBING WITH O be installed as close to possible to the point of connection of the water supply. S� All irrigation emission devices must meet the requirements set in the ANSI 1" OF SOIL PLUS MULCH. ASK FOR INSPECTION OF DRIP TUBING LAYOUT BY OWNER OR LANDSCAPE ARCHITECT PRIOR TO n 1 standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter COVERING WITH 1 INCH OF SOIL n, Standard." All sprinkler heads installed in the landscape must document a -gYES 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF THE EMITTERS MAY NEED TO BE ADJUSTED SO U distribution uniformity low quarter of 0.65 or higher using the protocol defined inASABE/1cc802-2014. THEY ARE EVENLY SPACED OVER THE ROOTBALL. Dedicated irrigation meters are required for non-residential projects with more YES 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH n 1 U than 1,000 sq.ft.of landscape area. this is single family residential ° PLANT ON ROOT BALL (NOT RIGHT AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE THE ONES THAT VJ WATER FEATURES Pool and spa covers shall be installed. No pool or Spa ❑ YES 1/4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER pool PIPE SIZES. • - O ❑ Recirculating water systems shall be used for all water features. ❑ YES ❑ other: L� '1Ano water features Water features are limited to 10%of the landscaped area. No water feature ❑ YES EMITTER SCHEDULE: W �_ I am aware of available informational resources regarding native and low eater use plants,irrigation efficiency,and other aspects of TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LY,T,LP water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies THREE 1 GPH EMITTERS AT MEDIUM SHRUBS DV,LC,BF,NC,SL,LB, EXISTING Italian Cypress and Photinia J with the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any FOUR 1 GPH EMITTERS AT LARGE SHRUBS L N changes to the project will necessitate a new checklist. DocuSignedby: 6/26/2020 WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT W 22CBB5F30 9F.2... UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN c/D r6g LOW �S 11 /18/19 ❑ ROOT ZONE AREA. cYD Landscaping has not been installed yet 10/2/19 ❑ FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND AN ADDITIONAL TWENTY FIVE 1 GPH EMITTERS 00 Applicant Comments ❑ AT 2 FOOT GRID UNDER FUTURE CANOPY LO Use additional paper lfnecessary FOR EXISTING RWD TREES ON VALVE 7 INSTALL .9 GPH EMITTERS 2' X2' GRID - USE NETAFIM TYPE TUBING Communi y Dev lop ment° epa1Otnment Staff Comments Plan ring Di0sion RT-k3j•09ed ElDate 11/18/19 CUPERTINO AP I RSV Scale As Noted Case # R-2019-02 , Not Approved ❑ Greg 9 a Permit# ❑ Job Approval Body: Director Siff Sheet Approval Date 07/29/ 0 15AT Landsca e❑ Documentation Signature Jeffi ey Tsumura P L 0 Case Manager Page of 2 of 5 Plant Legend Revision 11 LN 15 gal. and min. 6' tall at 10' apart for privacy screen � 6/26/20 KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME Replacement Tree GALLONS RATING 19"Tree LN 11 15 gal 10, LOW Laurus nobilis Grecian Laurel to remain Scre b- see notes CD 1 36" box LOW Cedrus deodara Deodar Cedar ® E%0°Os,30--w. ® 150.00, City required Front Yard Tree and replacement tree for tree removed in proposed driveway ° LN LN LN ° SHRUBS LN LN \ ON ON LN O LN O O O O NC 5 5 3 - 5' LOW Nandina Gulf Stream Heavenly Bamboo 6" Tree ® HYD 1 HYD 1 HYD 1 / sL ° to remain / SL GROUND COVERS / Ex. BF 3 1 3 - 6' LOW Bulbine frutescens Yellow hedge to remain DV 7 1 4' - 8' LOW Dietes ve eta D. irridioides Fortnight Lily HYD 4 4 Tree LY / g ( ) g Y to rema' LY 8 1 4' - 8' LOW Lantana SpreadingYellow Low Yellow Lantana O ° z HYD 1 LN U LM 4 1 4' - 8' LOW Lantana montevidensis purple Low Purple Lantana Dv w w + + LN LN + / LY M LP 15 1 4' - 8' LOW Limonium perezii Sea Staticeco O O O / �-IYD 1 HYD 1HYD W SL 3 1 4' - 8' LOW Salvia leucantha Mexican Sage 4 LAWN 3 / ° ¢ Z LO LB 21 1 3' - 8' LOW Lomandra Breeze � DV 20'X20' + + + + LP / BF LY °'° 0 Q LC 5 1 3 - 5 LOW Loropetalum Razzleberry HYD 1 z 0 T 12 1 2' - 4' LOW Teucriumchamaedrys � � � � v . � � � � � � � � � � 3" ree� / ° _j LAWN sod HIGH Turf tall fescue with 2x4 rou h RWD header board D� to-remain g + HYD 1 / ° M co Install at least 24" from impervious paving + / BF BF LY w T Plant quantities are for planning purposes only. Contractor to do own plant count. Tree - BARK PLAY AREA FOR KIDS / } O C C.or + L P SEE EXISTING TREE REMOVAL PLAN(BY OTHERS) FOR EXISTING TREE SPECIES NAMES AND TREES TO BE REMOVED m VER 5 Tr e _ / LP HYD 1 Ex. (DcoLC P to remain hedge to remain LU HYD 1 3 � J_ ® (DHYD 1 LM LM LY LY LY LM LM coN os HYD 1 PPING ST NES %� �° Ex. WATER EFFICIENT COMPLIANCE CHECKLIST NOTES -TURF, PLANTING, SOIL MANAGEMENT ® hedge to remain 1 LESS THAN 25% OF PLANTING AREA IS TURF I - o � a (N) N r HYD 1 2 AT LEAST 80/o OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS VER ALK Y ° 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED BY A SEPARATE GROUP OF LC �� — — ° -°o VALVES o 0 Q ° m 4 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 m HYD 1 — OUTLINE OF 2ND FLOOR INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING TREES TO BE SAVED) 0 ° PA C RE ° 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN AREAS OF DIRECT SEEDING z Q P 10 In, �N� APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER LC I I W/o DV3 ° HYD 1 - —� No. MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) o d ° - J Cyr (pis 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION, RUN-OFF AND WATER WASTE ADDITIONAL NOTES y a� 7 SEE SHEETS L3 AND L4 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS — — � v. n. �� I � < qTF OF 8 DONi ®T TRENCH TOO CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER ❑❑ ❑ I ° CA 91 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET OF APPROVED PLANS AND MAKE LCiu Q - SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES, LIGHTS, AND IRRIGATION COMPONENTS. SCREEN VALVES AND UTILITIES WITH I U) L ° PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY SCREENING NOTES — — — — — — — — — — ? c DV ❑ �' 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT TIME OF PLANTING. IF SHRUB, 0 7 ° MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING. HYD — — — 12 PRIVACY PLANTING: THE FINAL PRIVACY-PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF (N) CONC. © ° BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH THE CITY'S REQUIREMENTS. Ex PORCH PAVER WALKWAY HYD 1 ° Q 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM FUTURE PROPERTY OWNERS OF > Tree O Po NC QY 5 C)THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO ® D(ID jc ° NEIGHBORING YARDS AND A SILL HEIGHT THAT IS 5FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO ° o W APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY DEVELOPMENT 5❑ (N) WATER LINE 2 (N) Nc r PA W WA 1❑ �/ ° a) DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. ` a) 14 PRIOR TO BUILDING FINAL A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND NEW FRONT YARD TREE YD 1 HYD 1 T T T T T T HYD 1 1 ° Q N) T TR H D ° 4 � D LB 15 GRADING AND DRAINAGE TO BE DONE ACCORDING TO THE APPROVED GRADING AND DRAINAGE PLANS DONE BY OTHERS B LB LP w�tK- LP LB LB LB U ' � LiYD�3 � 1 Ex. Hedge LB LB HYD'/3, SAWN LB (N) co C.PA Y 1 hedge to remain LB LAWN LP LP 11' 11'� LB LB LB EWA LY D ° 4 1l'X11, YD 1 0 ° • — o LB I � LP U� LB LB LP ,� LP LB LB LB LB LP LP LP LP LP DV ° D T T T p T T T YD - — — — — — — — — — — — — — — — Landscape Site Legend ❑1 Driveway - Interlocking conc. pavers - pattern and color to be (N) JOINT TRENCH (N) WATER LINE 1❑ 10 FUTURE STREET LINE determined later by owner ❑2 Front walkways, side walkways, rear walkways - Concrete ° N) SEWER LINE c� Y Y Y Front Yard Tree CD - 36 box d N.o 033o E. 150.00 ( M (impervious) or interlocking conc. pavers - pattern and color to be and Replacement Tree OO determined later (Covered porches are impervious concrete) HYD 2 U-) SIGN ilf CDH UTIL- ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑/H ❑3 Rear patios - Concrete (impervious) or interlocking conc. pavers - JP Ex. Edge of Paving pattern and color to be determined later H yd rozo n e S u m m a ry - N) SEWER LINE TBM HYDROZONE - DESCRIPTION GPM SQ.FT. % OF TOTAL SANTA LUCIA ROAD EL=100.00 ® Existing fencing to be kept when in good condition and repaired or VALVES replaced when necessary Communi y Development Department HYD 1 - 2,5,6 DRIP, LOW WATER SHRUBS 7.1 5264 87% Planning Dion - (Np, 6nf(oot high fence solid wood and 3 foot wide gate Date 6/26/20 CUPERTINO APPROVED HYD 2 - 1 DRIP, LOW WATER TREES 0.5 25 0.5�0 "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied Hydrozone Plan Scale As Noted Case # R-2fl%028, Front entry, _ space _ them for rounded gravel or top dress mulch alk - broom finish concrete stepping pads with 3.5" them for the efficient use of water in the landscape design plan" • /Q = -Q Drawn Greg a between HYD 3-3,4 LAWN, HIGH WATER 7.0 642 11�o �r Leis U � Planting Approval Body: rector/ Staff HYD 4 - 7 DRIP, MED WATER, TREE 0.4 100 1 .5� Gregory Lewis - Landscape Architect Lic. #2176 6/26/20 p' $' 16' Sh et Approva I Date 07/2 u r-oured :n Mace conc. stepping stones 4 x4 or solid concrete Signature Jeff Tsumura L I Case Manager OLUPPIllystone to have compacted solid base with no wobble TOTALS 6031 100% of 5 Revision Irrigation Legend KEY MAN UF. MANUF. # DESCRIPTION 3 FE Hunter IC-600 PL 6 station controller with enough modules for 12 stations L3 exterior wall mount with multiple programing, cycle start, and calender program Hunter SOLARSYNC Install Solarsync weather sensor in sunny location that 5.000313011w. 150.00, receives rain ° System will adjust valve run times according to weather C L3 ® Hunter PGV-ASV 075 3/4" antisiphon valve with 3/4" Amiad Filter, Senniger PR30 pressure regulator, and adaptor to drip tubing ° C Hunter PGV-ASV 075 3/4" antisiphon valve for lawn sprinklers L3 Run 1" Sch 40 PVC pressure line from point of connection to valves / 10 F Toro 0-10 10' Precision Series Nozzle on Hunter 6" pop up 30 psi pressure regulating body Redwoods 10 10 10 + + + + + / ° U 7 140 ILL]L3 11 Toro 0-12 12' Precision Series Nozzle on Hunter 6" pop up 30 psi pressure regulating body 4 yco A drip �. + + + I o 3/4" sub water meter to monitor irrig. water use and catch leaks U M L3 5 130 - M � G Hunter ICV 101 G 1 ° a " automatic master valve below grade in valve box with FLOW CLIK flow sensor 2.9 drip la y M A 4 40 ° Qco L3 1" manual brass ball valves - same size as pressure line Lawn 4.1 1.0 t�wh w U M o B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger + + ° Q L3 i 1" I Bark Kids Play Area Q size - 12" of cover 10 10 10 ° � U Pressure line - Sch 40 PVC : 1" unless noted for — W Ln smaller size - 18 of cover �/ w PL LINES UNDER PAVING - 24 deep with sand backfill o ° ' — • • — 1" Sch 40 PVC pressure line in 1-1/2 " sleeve - m O VER or O a Val — + + + + w M • • — . . _ 1-1/4 " gray elec PVC sleeve I NP 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve (Nj CON .ar E / CONCS PING ST NES L3 3/4" PE drip tubing with compression fittings - see drip notes sheet LO I E 3/4" PE drip tubing with compression fittings - see drip notes sheet LO X X I N N r L3 Tree Irrigation El O 0 40 VER ALK Y — 2.0 drip 0 m Irrigation controller Ln I Verify location with owner OUTLINE OF 2NO FLOOR ee ° WATER EFFICIENT LANDSCAPE CHECKLIST - IRRIGATION e PA C V RE I Z pNDSca 1 THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA AND UTILIZES A I D, ° No. 21 r76y� RAIN SENSOR �- _ � � ° � � Lei is a ire C D 4/ 0/2020 2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE ir [ F I1 1 18 PRIMARY POWER SOURCE IS INTERRUPTED I _ L I R,4 I ❑❑ FEI Q F OF CA��O 3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE THE a DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE I a'� I �' RANGE I ° L I I ° L 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT OF a — — — — — — — — — - C CONNECTION OF THE WATER SUPPLY 1 30 11111 Trees 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, 3 40 © ° ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD". ALL 3 g 1 g (N) CONC. PORCH (N) CONC.or Lawn PAVER WALKWAY Q SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MIDST DOCUMENT A DISTRIBUTION UNIFORMITY O 55co ° LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 2.2 drip ° 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE THAN 5000 0 SQ.FT. OF LANDSCAPE AREA - THEY ARE REQUIRED ON THIS PROJECT WITH 7080 SF OF Point of connection with house water line (N) NC LANDSCAPE Install gate valve and ° W submeter M �J Q 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. THERE IS NO LAWN. ° ADDITIONAL NOTES 1 ly 11 °w.?�rK: 1 l 11 ° 8 SEE SHEET L3 AND L4 FOR DETAILS AND SPECIFICATIONS Lawn `.' igwn (N) C.PA EWA ° 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 55 P.S.I. AT THE — 0 ° ' — o 11 POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT THE LANDSCAPE 000 °�l 1 �, �, � 11 , :a: . 1 �, � �, ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME VALVES TO REDUCE THE FLOW O THRU THE VALVES WITH MORE FLOW). THERE IS 75 STATIC PSI IN THIS AREA. IF PRESSURE 'U EXCEEDS 75 PSI AT POINT OF CONNECTION INSTALL A WILKINS 600 1" PRESSURE REGULATOR STATIC PRESSURE IS APPROX. J O 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT VALVES TOO F_- .7 ^ 1 CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT PRESSURE LINES UNDER TREES. 3"TREE° _ INSTALL LINE IN PLANTING AREAS INSTEAD OF UNDER PAVING WHENEVER POSSIBLE. _ _ - - - --- - - - z t/� WM N.0003'30"E. 150.00' (N) 5EWER LINE 00 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. INSTALL 00 3/4" TEE AND A BALL VALVE AND RUN 1" SCH 40 PVC TO VALVE LOCATIONS. KEEP FHO L-0 ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED 6" TO 12" ABOVE HIGHEST SIGN H UTIL ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑/H UTIL ❑ CD/H SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. JP 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF THE VALVES EBLM 100.00 WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF THERE ISN'T ENOUGH SANTA LUCIA ROAD WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE. ADD ENOUGH WIRES SO THAT 2 VALVES COULD BE ADDED AT EACH VALVE GROUPING Commune y Development Departmer�t3 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE A Planning Division - Cupertino Date 11/18/19 LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE CUPERTINO APPROVED CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF INSTALLATION. As Noted "I have complied with the criteria of the Water Conservation in Landscaping Ordinance and applied ��— � 11 Scale Case # R-2019-028, THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN IRRIGATION SCHEDULE FOR NEW p p g pp • • 1 /8 - 1 —0 Drawn Greg PLANTINGS AND MATURE PLANTINGS AND A LANDSCAPE AND IRRIGATION them for the efficient use of water in the irrigation design plan" Approval Body: erector/Staff MAINTENANCE SCHEDULE. yr LwI s rriga i Job on a n Approval Date 07/29/20 READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER EFFICIENT Gregory Lewis - Landscape Architect Lic. #2176 11-18-19 p' g' 6' sneer Signature Jeffrle Tsumura LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT L2 Case Manager of Revision Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake same size as pressure line Flush Valve 2"dia. Lodge Pole or equivalent- 18" PVC Male Adapter in solid ground placed outside rootball I I Mlpt x Slip III and plumb Sch 40 PVC pressure line E ArborTie nailed to stake Mulch (3"deep) pulled 3 inches away from trunk I I I II Top of rootball to be 2 inches above PE drip tubing buried 1" deep = II I l" surrounding soil level Run next to rootball of each plant - — Temporary Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant root ball 2" clearance on top of and at edge of root ball 6" deep gravel w Use as little 1/4" tubing as possible �_ 9 M Manual Gate Valve Agriform Plant Tablets 21 gram = M No Scale '°` Drip Emitter and Flush Valve C _ ackfill-native soil Sub Water Meter very similar detail No Scale E — — Plant pit to be 3 times wider than the plant Q L IIII I I container-it's not shown to scale on dwg WW c m Mulch — I = —II II I= CU <� 0) _ U Lateral - nonpressure line —IIII =IIII N 12" cover IIII— I IL I, z c; Q See plan for distance from paving and building 12" Main - pressure line - 18" cover = J 0 -01 8" 1 i 8-12 hours before installation,water all plants while still in containers sufficiently to U) _ OF direct burial wire 24 V - tape thoroughly wet root balls and bundle wire every 10 feet 2) Dig hole at least 2"less deep than the container and 3 times wider than the W Top of head flush with grade diameter of the container the plants were delivered in. J — II I I I J Use 6" deep sand bedding and 6" 3) Gouge holes in the side of the plant pit-2 holes per sq.ft.of wall surface IIII deep sand backfill in rocky soils 4) Remove rootball carefully from container with support from below. Sever any circling roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large 0 �Snake lines in all trenches I I IIII I I I roots will encourage new roots at the cuts. Install enough backfill under root ball so top of W rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer � Vehicle paving I I packets under root ball. 0 Sch 80 nipple 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24 cover PVC tee or ell on handle or feet being careful not to disturb root ball 24 I under vehicle paving with 6' Hunter 12" swing joi�t�' lateral line 6) Put Agriform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole ---------------- I compacted sand bedding and to allow height of (5 tablets per 15 gal.or 5 tablets per 1 inch of caliper width. Fill the remainder of the hole _________ compacted sand backfill sprinkler to be adjusted with backfill and pack it. 1111 Provide minimum 3" clearance and to protect lateral line 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing h .�.=.� this 3 times or more until root ball and backfill is wet 6" between lines 8) Install stakes such that the stakes and the tree ties won't damage the tree and the ------------------- stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below IIIIIIII branches that could be rubbed by stakes. Install stakes so they are straight up and don't Pop-Up Sprinkler lean in to each other Trenches/Lines No Scale F Tree Plantin No Scale --.(:B No Scale �`N�i� Valves for spray sprinklers do not require filter and regulator FINISH GRADE PVC SCH 40 ELL No. 2176 � Combination atmospheric vacuum breaker/ Mulch 3"deep) pulled 2 inches away from stems t wls control valve with flow control and with or PVC SCH 80 NIPPLE (LENGTH -� without auto. control as noted on plans AS REQUIRED, 1 OF 2) Temporary 4/30/2020 4"high berm for water basin at edge of root ball 15 /0 30-INCH LINEAR LENGTH OF Slow release Agriform plant tablets �9T Filter Water proof connectors such as DBI WIRE, COILED IIII 1 gal plant-2 tablets per plant OF CAS WATERPROOF CONNECTION: — 5 gal plant-3 tablets per plant —LBotfom of antisiphon valve minimum 6" 15 gal plant-6 tablets per plant ID TAG: IIII above highest downstream sprinkler ' ' ' ' ' ' ' ' ' ' ' ' Backfill-native soil or emitter VALVE BOX WITH BOLT ON COVER: Regulat 3"MIN - IIII Native soil dug out 2 times depth of container Filter and regulator not req. for sprinklers ) ADAPTER TO FLOW CLIK - III ICI I I= Plant pit at least 3 times diameter of container 17 74' FLOW CLIK SENSOR 11 8- 12 hours before installation,water all plants while still in containers sufficiently Sch 80 PVC risers to thoroughly wet root balls 0 o �oc,00M o DRIP LINE OR LATERAL LINE 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. Q 00 00 0 0p0 �o o 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be BRICK 1 OF 4 Sch 40 PVC pressure line and OF direct ( ) such that when the plant is installed and settled it will be slightly above grade of existing U To sprinklers p 3-INCH MINIMUM DEPTH OF soil. Fill hole with water. burial control wires as per specs. 4 Remove rootball careful) from container b tapping out, not pulling out b the stem. PVC SCH 80 NIPPLE 3/4-INCH WASHED GRAVEL I Y Y pp� g p g Y O Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of (2-INCH LENGTH HIDDEN) THERE HAS TO BE ENOUGH ROOM IN THE 1/2"or larger with shears. Do not pull roots apart. ^ ` AND PVC SCH 40 ELL 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and W i Auto. Antisiphon Valve C PVC SCH 40 TEE OR ELL VALVE BOX TO CLEAN FILTER AND SERVICE fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. VALVE 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. v Q with Filter and Regulator for Drip PVC MAINLINE 7) Make the water basin. No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the r 1 Remote Control Globe Valve water to percolate in,doing this 3 times or more until root ball and backfill is wet G' 9) Install mulch W Master Valve and FLOW CLIK Sensor Install as per local code and manuf. instructions - Secure No Scale Shrub Planting . — 0 controller to wall with suitable anchors as approved by No Scale C� 0:::f inspector 0 Controller- see legend on irrig. plan Weather proof 120 V junction box J Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. 0 Minimize appearance of conduit visible on wall. z U-) Sweep ells C`M OF direct burial wires LO LO This controller will be installed outside CD Wall Mount Controller D No Scale Communi y Development Department Planning Division — Cupertino Date 11/18/19 CUPERTINO APPROVED Scale As Noted Case# R-2019-028, Greg 9 Job Approva I Body: Director/Staff Sheet Approva I Date 07/29/20 Signature Jeffrley Tsumura Details Case Manager L3 of 5 Revision GENERAL CONDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS 3.6 TESTING 1.4 GUARANTEE C. Contaminated Soil - Do not perform any soil preparation work in areas where 1.1 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Center-load all pipelines with clean soil approximately ever four feet to resist final acceptance. An plant material needing replacement because of weakness or Bring such areas to the attention of the Owner's Representative and do not proceed A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the P�P PP Y Y P Y P 9 P experienced in the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to specified requirements and the methods needed for proper performance of the work of paving shall be tested before paving is in lace. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee D. Moisture Content - Soil shall not be worked when moisture content is so great type I-II fittings bearing the seal of the National Sanitation Foundation, and P 9 P 9 P 9 9 9 P P this section. on lines to be tested. All valves shown on Plans shall be in lace and shall be in as the original lants or trees, starting the day of their replacement. The that excessive compaction will occur, nor when it is so dry that dust will form in complying with ASTM D2466 for pressure line and also for any water lines under PP 9 Y P B. It is the Contractor's responsibility to verify all information contained in P the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P the plans and specifications and to notify the Architect of any discrepancy prior P.S.I. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. necessary, to bring soil to an optimum moisture content for tilling and planting. pipe is specified in the irrigation legend. For joining, use a solvent complying P P P to ordering products or commencing with the work. with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump for tests. Fill pipelines slowly to avoid pipe damage, and bleed all air from 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise Q0 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer by ripping. with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing coordinate work with the General Contractor. C. Driptubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS C o 9 P P 9 naturalized contouring to integrate newly graded area with the existing topography. („) � laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) LLl rn Verify that rough grading is completed in accordance with civil engineering o 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil M drawings and/or any landscape grading drawings. Break through any compacted layers = M 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that U A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior co 9 9 will not allow water in planting areas to percolate through, causing a boggy, over o0 are to take precedence over those at small scale. Dimensions shown on plans shall Landscape Architect. Use 3M DBY Direct Bur Wire Splice Kits or dry splice type 3.7 SYSTEM ADJUSTMENT to planting plants) (8) Preliminary inspection (9) Final inspection (5 day Q m P Y P Y P YP saturated soil condition. You may have to use a backhoe or rotohammers to break up be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly adjusted before final acceptance. advance notice required) LLl o wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas of shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of rn o P existing paving or baserock, remove at least 12" of material and bring in top soil Q 0) verify all dimensions at the site and shall be solely responsible for same or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U Q P g g g up to grade required by grading plan. Rough grading in planting areas is to be U) U Cn deviations from same. 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition N such that when amendment is incorporated and the mulch is installed, the grade will 0 L A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL be +- 1" to finish grade. z U Q 1.4 LAWS AND REGULATIONS excessive water to be thrown onto building, walks, paving, etc. 3 Throttling of A. Native topsoil or import landscape soil Q C and proper installation, as selected by the Contractor subject to the approval of 9• P 9• ( ) 9 P P P B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J c rn A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended U the amounts recommended by the soils lab over all planting areas unless noted CO � federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the 3: their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two M top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas LJ.J - 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J Y inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. >_ co and regrade to establish elevations and slopes indicated on Drawings. d licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or O co 9 99Y s creating so spots in the landscaping. (D ~ 3.1 SURFACE CONDITIONS P P• 9• 2.3 IMPORT LANDSCAPE SOIL 1.6 SUBMITTALS A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING LL] A. Examine the areas and conditions under which the work of this Section will be P P 9 P A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and � performed. Correct conditions detrimental to timely and proper completion of the Sand loam to loam do finished grading in conformance with said Plans and as herein specified. � and/or supplier's specifications and other data needed to prove compliance with the work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by y g g P points between es l l l uniform shall b h d t sa e u orm eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 3.2 EXCAVATION PP 9 P P 25.4 mm (1") 95 - 100 and irrigation equipment used on the site. marked to show changes during construction. The most important features to mark on or catch basins. Finish grades shall be smooth, even, and on a uniform plane with A. Trenches may be excavated either by hand or machine, but shall not be wider g g P 9.51 mm (3/8") 85 - 100 the Ian are valves, pressure lines, wires, and hose bibs. no abrupt changes of surface. Minor adjustments of finish grades shall be made at than is necessary to lay the pipes. Care should be taken to avoid damage to P P 53 Micron 270 mesh 10 - 30 B. After the system has been completed, inspected, and approved, instruct the ( ) the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS existing water lines, utility lines, and roots of plants to be saved. Y P P PP P q A. An product substitutions shall be requested in writing. The Landscape 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or Y P q g• P B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 ® 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers and hose bibs. 9 P P Y 9 controllers to remote control valves. 3. Twelve (12) inches for lateral b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades to of mulch are 1" below Contractor of a less expensive substitution shall be credited to the Owner's 9 (top ) distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission 4. PESTS: pavement (most pipes and sleeves under A.C. paving are to be installed prior to soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �NDSC4pe in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c�� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � No. 2176 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall immediate) call the attention of the bury ground cover with mulch. Place and settle mulch in such away that it does a„tee P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. not get washed onto paving or block drain swales or inlets. 4�s�° Architect to same and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth U L 18 /07 3.3 INSTALLATION OF PIPE Q. Organic matter to be less than 1" dia. Do not use mushroom compost. q 3.6 WEED CONTROL 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. TFOt= .CA A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, equipment, or construction work on an intermittent basis 1. Plants are to be true to name, with one of each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect 9 p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system.C. On plastic threaded connections use the sealer recommended by the manufacturer eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, v have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the hydraulic friction. Install lines in planting areas whenever possible. spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the assure good normal growth. ' ^ All plants not conforming to those requirements will be considered defective, v opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's F. Interior of pipe fittings, and accessories shall be kept clean at all times, A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to expense. L and all openings in piping runs shall be closed at the end of each days work or maintain plantings in a healthy, green vigorous growing condition during the ` 1.1 WORK INCLUDED 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX V otherwise as necessary to prevent the entry of foreign materials. Bending of dried, or pest infested sod shall be rejected. Sod is to be clean) mowed within maintenance period. P J Y A. See Planting Plan and Details. galvanized steel pipe will not be permitted. Install plastic pipe with the 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free A. The work includes but is not necessarily limited to the furnishing of all 72 hours of delivery to the site. Sod is to be delivered to the site within 24 markings turned up to be seen from above until the pipe is buried. "Snake" the from debris at all times and shall be cultivated and weeded at no more than 10-day ( � materials, equipments, and labor required to install a complete irrigation system. hours after being harvested and installed immediately after being delivered. Sod 2.7 BACKFILL FOR PLANT PITS pipe in the trenches so that there will be a small amount of excess length in the intervals. W shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger in writingto be free from defects in material and workmanship for period of one G. Place backfill in 6" layers such that there will be no settling. The top 6" of 4. Ground cover is to have well developed roots and foliage. It is to be grown in the use of approved insecticides and fungicides. Moles, gophers, and other p p P 9 9 than 1/2" diameter. In heavy clay soils or other soils with large clods this will soil is to be the top soil and soil amendment mixture. All backfill shall be free rodents shall be controlled by traps, approved pellets inserted by probe gun, or • � O year from acceptance of the work. The guarantee shall include repair of any trench and delivered to the site in flats. require mixing the backfill in a stockpile at the site or at the supplier. For of rock and debris. Test pipe for leaks prior to backfilling joints. Obtain other approved means. (f� settlement occurring within the guarantee period, including related damage to 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for n 1 paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. W maintaining adequate protection for all areas. Any damaged areas shall be soils and imported soils to be used for the top 12" or more of landscape area. � 'U 1.3 REVIEWS 3.4 INSTALLATION OF EQUIPMENT Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER repaired at no additional expense to the Owner. A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test J bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: bibs, and other equipment as per the Irrigation Plan and details. original plantings. heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the pH level sodium boron, , , . A. The line voltage work shall consist of connecting the controller to the nearest (calcium, 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not A. Verify the existence of the minimum acceptable volume of water at the minimum .3 Fertility - amounts of available nitrogen, potassium, phosphorous, iron, C/) available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest ,magnesium copper, zinc, and boron. accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the opportunity, reporting insufficient volume and/or pressure to the Landscape 4. Chemicals and/or poisons that would hinder plant growth. The owner is to Architect. Contractor is responsible for cost of installation of pressure regulator plugged into outlets. The low voltage work shall include all necessary wiring from and Owner. surrounding soil. P P 9 decide if tests for poisons will be done since there is a small chance that any LO if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION CD An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the in the Specifications or Drawings. Soils tests must be done as soon as possible Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. sleeves prior to paving operations. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be A. At least 5 days prior to the anticipated end of the maintenance period, the Commune y Development Department RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting Revise work. Do not proceed until unsatisfactory conditions are corrected. the top 6" to 8" of soil in all planting areas for bidding purposes only. Planning Division - Cupertino wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 11/18/19 CUPERTINO APPROVED #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of exclusive of the plant materials upon written approval of the work by the Owner's As Noted all weeds and debris prior to any soil preparation or grading work. Weeds and Scale Case # R-2019-028, Architect for wire size. Under no circumstances, on multiple controller Representative. debris shall be disposed of off the site. Greg a installations, will a single common ground, shared by each controller, be Drawn Approval Body: Director/Staffpermitted. Each controller shall have its own separate common ground wire. Job Sheet Approva I Date 07/29/20 Spec *ificat 'ions Signature Jeffre Tsumura Case Manager Landscape of 2 rr 1 r I Replacement Plan G 5 10 20 I r I 4"5NMP ,� � 5 EE 3"iREE• +1� 'I 7 RWL6()21"RWD t,_J 19"PINED 54, � Z"TREE I 1 9 � `L I o 'PINE °`�� +a°�'� aq I + 4-FREE. hryp ati +ugh 3`fgFF• I �'b+ +�g� 3"IREE 21'ST 0 MP 4 1A+ Il o Z+ 1+,�a3 nREE" y`0 6'IRE� 1 Lry� 40 r J 1 3-FREE, �0 1Q4.5 -+704.5 xF5 ._._._._._._._._._. 104.75 _,_._._._ _._.-_._- -._._._._._ FSx O I 1 104j.'._._. �. %._._. ._.C.-._-_._._. -.}._. _- 104.3\ C +2'7fREE, - X 104,75 10475 3� 1 FS O f {105.33 1 7.a" 10:�33 FS FS E 1 O + �q� RISER 05, 0S s AAAA 105.3 pat' 104.92 F5 1 ¢ T 1 0.5" FF x q�105.46 105.46 1 7.0" 104.61 O It•�°}j RISER 105,5 FFx FF" -- 105.5 FS RISER I Q k� 105.5 105.51 104.92 �9s I +051 w I ` 103.9 ¢z 5' Fs l n 1 Q- 1 7. o F 1 FS 104.fi1 ,,JJI OS� 1ST FE= 105.5 + x �❑ xFS 103.55 RISER I 1 6.0 105.5 d o g I 1 ' T 1 RISER I I IIIs ti 105.0{ Rya o q . 1 104.85 FS 21"PINED 1h FS ;037 3 "-41}3 - ------f o+ 217 45'TRE RISERS_ �°'+" X 1 �� 103.23j X LID 0 A'�71 wtd.4da F 101.5 101.45 101. -e u� � r p m e m e a l l m e n ----- F - EP GRADE BREAK E TC 3 RE - - \\\��. 101.fi1 (] � I a n �pl�•" ng iDivisidn- �ino v�i'N 4 5 3"TREE ° LLLYLL 1 ado \ /� °, .3ETREE 3"1REE• X X CUPERTIN �� W REE-- �RV +�----- i- ---- -- -- ---- - - -�- y} �. q N.0'03'30"E. °ob y� 130.00' 1 Case$# l} 1G7.� +I,o7�-020, i I ,10 �7 I +0°'0 a�3s,°°"6 j �°g' fI .. - 4,0 }g0.12 coNFo ti°o op � EL=100,00 I A rova I Bb rF �ntar T G.Stiaff pp N�NUMEI T WELL SANTA LUCIA ROAD ry� t t _ _ PERZTTTt.71�� pp7�v D� + FOUND 3/4"IP WITH TACK _e `°,v. 1°°° 14 IN ASPHALT PER 75-M-21 Signature Jeffrey Tsumura Case Manager Ll? D D c� / N m Ln -AI / I C OC OC � OI CD 41 c e Fc °nm 2U°RWD ° + * REE+01• + 4"STUMP o5+ bREE 3 P 1 c �WEq Q21'RWD (L'�t- 19"PINE CD =:z o ry 2'T E 4'TRE woos° 0 TI �'4'� E *G°yE° ° 0° . Qg'L1: 1G4j4. 1 (D N } o 1 CD m N + 4"FRLE* 9 4 ■ C fD a O 7G 5'Q 3T E+ c1ry ,ag •°5ry og' �a v. 41 1"fCD 0o Sv N ten N 0 3"FIRI 1 e�oq �-/ e �� 6'TREE+ °y* _•v _ gd 3 o bG TI(17� �+° Fo f° 5"SHRUB, + 'Sg p �ry *P@oaoy LANTE ^ G o ^ c CDo I ^�• � tioa6'TRE� O 2'TREE E° ° ++ EE M Q F 4'TR ,• +��0.�^ e° 9, 2 RE+ %,9` +'TREE °° �? v o 10551 SAN *GOl 3 REF+ 0 9 ' • REE° qp Roc G 1 v 4��RY O 0 1 T F I}GO.Sh +p h1 2 REED °+�°�.6' � �,�ea3eti •a 30"RWD oS" o+��° r v° • F6 1p r�4 4 �a5"RWD 'TREE a v Ory, +°°`L0y 34E 7Ac 10583 SANTA LUCIA ROAD EXISTING HOUSE •**� Gorya +Goryf FF- 106.77E -v>. ,AD I f`fREE, HE 21"PINE(-1 l 6 3 }Gory PORCH M7 t{REE 4'M1 • 3"1REFf 3"TREE+ oS ° °v,��$". • -ram'] � GROSS AREA = 19,500±SQ.FT. c �. +�" + � m NET AREA = 16,900±SQ.FT. ,°� +°� s m z 13"STUMP o+y 12-TREE ab �(� ry �./ o: 9 ¢LM � I■■ '... °� � IGV °TREE+ > v 1 12"FIG 13"STUMP - •. I IAREE 10' FUTURE STREET LINE 3"1REF,� o` "TREE PER 72-M-14 16 ARE 37RE o" y" y _�_ � —_ ° 3`fR —�3"iREE 3�REE+ 3+'TREE E} ,� v�'1_ % 3'TRE — — — — ° WM N O'03'30"E °o. 4 3ry 130,00' c F 1 o� ary o o rya g-F I ,ry o� o"yl FIT y�+1°° .EO O/H UTIL SIG--- -0/H Ifi1L 1 O/H UTIL 0/ UTIL O/H UTIL O/H OTIL" �,-- 100.0 O 5 d` J �� poi Tg SATA LUCIA R AD ry F�SEMENT PER 534-0.R.-356 o ELMIDO'00 1 ` I I 41 MON-IP 130.00'PER 75-11 21 AND 2057-O.R.-249 IP-MON 31874'P F�''y IN MONUMENT WELL TAG(BENTi�n+ Nary [Fo' MON-MON 727.25'PER�55-M-35 FOUND 3/4"IP WITH TACK cry ,p_ IN ASPHALT PER 75-M-21 �' PFR 75-IJ-77