TITLE SHEETA0,0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 7-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates A0.0 TITLE SHEET A0.1 DATA SHEET T-01 TOPOGRAPHIC SURVEY T-02 TOPOGRAPHIC SURVEY T-03 TOPOGRAPHIC SURVEY TM-1 VESTING TENTATIVE MAP TM-2 VESTING TENTATIVE MAP C0.1 EXISTING GROUND AND DEMOLITION PLAN C1.0 KEY MAP C2.0 PRELIMINARY GRADING PLAN C2.1 PRELIMINARY GRADING PLAN C3.0 CONCEPTUAL STORMWATER CONTROL PLAN C3.1 STORMWATER CONTROL DETAILS C3.2 STORMWATER CONTROL NOTES C4.0 PRELIMINARY UTILITY PLAN C4.1 PRELIMINARY UTILITY PLAN JT-1 JOINT TRENCH TITLE SHEET JT-2 JOINT TRENCH NOTES & DETAILS JT-3 JOINT TRENCH INTENT A1.0 SITE PLAN A1.0A SETBACK ENCROACHMENT PLAN A1.0B SETBACK ENCROACHMENT SECTION A1.0C 1/2 BLDG. HEIGHT SETBACK AFFECTED AREA A1.0D 45' MAX HEIGHT AFFECTED AREA PLANS/SECTIONS A2.0 BASEMENT A2.1 GROUND FLOOR PLAN A2.2AL BUILDING ALLOWABLE AREA A2.2 1ST FLOOR PLAN (COURTYARD) A2.3 2ND FLOOR PLAN A2.4 3RD FLOOR PLAN A2.5 4TH FLOOR PLAN A2.6 ROOF PLAN A2.7 SITE ACCESSIBILITY PLAN A2.8FLA FIRE LADDER ACCESS PLAN A2.9FL SITE PLAN FIRE LANE A3.2 1ST FLOOR (COURTYARD) AFFORDABLE UNIT PLAN A3.3 2ND FLOOR AFFORDABLE UNIT PLAN A3.4 3RD FLOOR AFFORDABLE UNIT PLAN A3.5 4TH FLOOR AFFORDABLE UNIT PLAN A4.0 SECTIONS A5.0A BUILDING A ELEVATIONS A5.0B BUILDING B ELEVATIONS A5.0C BUILDING C ELEVATIONS A5.1A BUILDING A ELEVATIONS A5.1B BUILDING B ELEVATIONS A5.1C BUILDING C ELEVATIONS A5.2A BUILDING A COURTYARD ELEVATIONS A5.2B BUILDING B COURTYARD ELEVATIONS A5.2C BUILDING C COURTYARD ELEVATIONS A5.3A BUILDING A COLOR AND MATERIAL SAMPLE A5.3B BUILDING B COLOR AND MATERIAL SAMPLE A5.3C BUILDING C COLOR AND MATERIAL SAMPLE A7.0 GROUND FLOOR COMMON OPEN SPACE A7.1A BUILDING A OPEN SPACE A7.1B BUILDING B OPEN SPACE A7.1C BUILDING C OPEN SPACE A8.0A BUILDING A BIRD SAFE EXCEPTION A8.0B BUILDING B BIRD SAFE EXCEPTION A8.0C BUILDING C BIRD SAFE EXCEPTION A9.0 UNIT PLANS A9.1 UNIT PLANS A9.2 UNIT PLANS A9.3 UNIT PLANS A9.4 UNIT PLANS A9.5 UNIT PLANS A10.0 PERSPECTIVES A10.1 PERSPECTIVES A10.2 PERSPECTIVES A11.0 PHOTOMETRIC PLAN L1.01 LANDSCAPE PLAN - SITE L1.02 LANDSCAPE PLAN - 2ND FLOOR L1.03 LANDSCAPE PLAN - 3RD FLOOR L1.04 LANDSCAPE PLAN - ROOF DECK L2.01 PRECEDENT & MATERIAL IMAGES L2.02 PUBLIC ART CONCEPT L2.03 PRELIMINARY PLANTING PALETTE L3.01 PRELIMINARY PLANTING PLAN - SITE L3.02 PRELIMINARY PLANTING PLAN - 2ND FLOOR L3.03 PRELIMINARY PLANTING PLAN - 3RD FLOOR L3.04 PRELIMINARY PLANTING PLAN - ROOF DECK L3.05 TREE SURVEY TR0.1 STAGING TRUCK CIRCULATION TR0.2 LEVEL 1 PLAN TR0.3 LEVEL B1 PLAN TR0.4 BUILDING A TRASH TR0.5 BUILDING B EAST RESIDENTIAL TRASH TR0.6 BUILDING B WEST RESIDENTIAL TRASH TR0.7 BUILDING B RETAIL TRASH TR0.8 BUILDING C TRASH TR0.9 STAGING PLAN OWNER DE ANZA VENTURES 10122 Bandley Dr. Cupertino, CA 95014 tel (925) 550-8082 CIVIL ENGINEER VER CONSULTANTS 1154 Park Avenue San Jose, CA 95126 tel (408) 813-2091 ARCHITECT TECTONIC ARCHITECTS & ASSOCIATES 10118 Bandley Dr. #E Cupertino, CA 95014 tel (408) 216-0804 LANDSCAPE ARCHITECT BRUCE JETT ASSOCIATES, INC 2 Theatre Square, Suite 218 Orinda, CA 94563 tel (925) 254-5422 fax (925) 258-0215 UTILITY CONSULTANT VIZION UTILITY 7901 STONERIDGE DR. SUITE 200 PLEASANTON, CA 94588 tel (925) 682-1114 X 232 MARINA PLAZA DRAWING INDEX VICINITY MAP PROJECT DIRECTORY TRASH MANAGEMENT AMERICAN TRASH MANAGEMENT 1900 POWELL ST, SUITE 220 EMERYVILLE, CA 94608 tel (415) 292-5400 DATA SHEETNA0.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates RESIDENTIAL UNIT SUMMARY PARKING SUMMARY DEVELOPMENT SUMMARY MARINA PLAZA UNIT TOTAL / RATIO RETAIL PARKING TOTAL PARKING SUM. RESIDENTIAL PARKING BICYCLE PARKING MOTORCYCLE PARKING UNIT # PER BUILDING UNIT SF PER BUILDING UNIT TYPE INFORMATION PROVIDED (2) MOTORCYCLE PARKING AREA FOR EACH BUILDING, (1) FOR RESIDENTIAL & (1) FOR RETAIL TOTAL AREA PROVIDED (6) PROJECT INFORMATION HEART OF THE CITY SPECIFIC PLAN SEE SHEET A2.2AL FOR MORE PROJECT DETAILS FIRE SPRINKLER PROVIDE APPROVED FIRE AUTOMATIC SPRINKLER SYSTEM PER CFC PROVIDE FIREWALLS PER CBC NOTE: THE OWNER, OCCUPANTS AND ANY CONTRACTORS OR SUBCONTRACTORS ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CFC SEC. 903.2 OPEN SPACE
27'-0"
35'-0" A A A A B B B B 3 CY 4 CY 4 CY 4 CY 3 CY 4 CY 4 CY 2 CY 2 CY 2 CY 2 CY 27'-0" 35'-0" 22'-6" 35'-0"
35'-0" 10'-0"
22'-6"
10'-0" 10'-0" 3 CY 3 CY 3 CY 3 CY SIGNAGE FOR STOP AND DO NOT ENTER STOP BAR EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C EV L1 EV L1 EV L1 EV L1 4 CY 4 CY 4 CY 4 CY EV L1 EV L1 EV L1 EV L1 EV L2 EV L2 EV L1 EV L1 EV L2 EV L2 EV L2 EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C 4 CY
4 CY
4 CY EV L1 EV L1 EV L1 EV L1 EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C 28'-6" 0 30 60 120 SETBACK ENCROACHMENT PLAN PLAN SCALE: 1" = 30' N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA A1.0A 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates LOBBY LOBBY TRASH TRASH TRASH LOBBY RETAIL/ RETAIL/ RESTAURANT C103 RESTAURANT C100 RETAIL C104 RETAIL/ RESTAURANT C101 RETAIL C102 RETAIL/ RESTAURANT C103 RETAIL/ RESTAURANT B101 RETAIL/ RESTAURANT B100 RETAIL B106 RETAIL/ RESTAURANT B105 RETAIL B104 RETAIL B103 RETAIL B102 RETAIL B107 RETAIL B108 RETAIL A100 RETAIL/CAFE A104 RETAIL A101 RETAIL A102 RETAIL A103 RETAIL B109 COMMUNITY ROOM B110 RETAIL C105 ELEC. MECH FIRE RM ELEC ELEC MECH RETAIL A105 GAS METER
GAS METER
GAS METER ELEC MOTORCYCLE MOTORCYCLE
SETBACK SETBACK
SETBACK SETBACK SETBACK
SETBACK SETBACK
SETBACK
SETBACK
(E) ADJACENT BUILDING (E) ADJACENT BUILDING (E) ADJACENT BUILDING (E) BUILDING (E) ADJACENT BUILDING (E) ADJACENT BUILDING
SETBACK SETBACK BUILDING C BUILDING BBUILDING A
STEVENS CREEK BLVD.
ALVES DR.
BANDLEY DR. N. DE ANZA BLVD ENCROACHMENT AREA PROPERTY LINE SETBACK LEGEND RESIDENTIAL & SALE OFFICE LOBBY TRANS. TRANS. TRANS. TRANS. 6' HEIGHT LOW WALL TRASH ENCLOSURE
3 CY 3 CY 3 CY 3 CY SIGNAGE FOR STOP AND DO NOT ENTER STOP BAR EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C EV L1 EV L1 EV L1 EV L1 4 CY 4 CY 4 CY 4 CY EV L1 EV L1 EV L1 EV L1 EV L2 EV L2 EV L1 EV L1 EV L2 EV L2 EV L2 EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C EV-C 4 CY
4 CY
4 CY EV L1 EV L1 EV L1 EV L1 EV L2 EV L2 EV L2 EV L2 EV-C EV-C EV-C EV-C EV-C EV-C 3 CY 4 CY 4 CY 4 CY 3 CY 4 CY 4 CY 2 CY 2 CY 2 CY 2 CY SITE ACCESSIBILITY PLAN SCALE: 1" = 20' N 0 20 40 80 A2.7 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates BUILDING A BUILDING B BUILDING C RETAIL/ RESTAURANT B101 RETAIL/ RESTAURANT B100 MAIL RETAIL TRASH TRASH RETAIL A100 RETAIL/CAFE A104 RETAIL A102 RETAIL A103 ELEV. ELEV. ELEV. RETAIL/ RESTAURANT C100 RETAIL C104 RETAIL A101 RETAIL TRASH RETAIL C102 RETAIL/ RESTAURANT C103 LOBBY LOBBY TRASH LOBBY RETAIL/ RESTAURANT C100 RETAIL/ RESTAURANT C101 RETAIL/ RESTAURANT B101 RETAIL/ RESTAURANT B100 RETAIL B106 RETAIL/ RESTAURANT B105 RETAIL B104 RETAIL B103 RETAIL B102 RETAIL B107 RETAIL B108MAIL RETAIL A100 RETAIL/CAFE A104 RETAIL A101 RETAIL A102 RETAIL A103 MAIL MAIL RETAIL B109 COMMUNITY ROOM B110 RETAIL C105 MECH RETAIL A105 BIKE PROPERTY LINE ENTRY POINT LEGEND RESIDENTIAL & SALE OFFICE LOBBY ACCESSIBLE ROUTE STEVENS CREEK BLVD.
ALVES DR.
BANDLEY DR. N. DE ANZA BLVD (E) ADJACENT BLDG BICYCLE / MOTORCYCLE LOBBY / ELEVATOR BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BIKE BULD A, C BULD B SIM. COURT YARD 3421 CY GROUND 3421GROUND BLDG A, C GRD 3421 GROUND GRD BUILDING A 56 UNITS BUILDING B 108 UNITS BUILDING C 64 UNITS 96-GAL 96-GAL Xref .\Shaft\ELEV-TYP.dwg OPEN SPACE FIRE LADDER ACCESS TO 1ST FLOOR COURTYARD OPEN SPACE FACE OF CURB FACE OF CURB FACE OF CURB 35'-0"
35'-0" 35'-0" SETBACK SETBACK
SETBACK
37'-6 1/2" 7'-0"
10'-0" OPEN SPACE GRD GRD GRD GRD GRD GRDGRD
GRD
GRD
GRD GRD
GRD
GRD CY
CY CY
CY
GRD
GRD
GRD
GRD
GRD
GRD GRD
GRD GRD GRD
GRD
GRD
GRD GRD GRDGRD GRD GRDGRD GRD GRD GRD GRD GRD
GRD
GRD
GRD
GRD
GRD
GRDGRD GRD
CY
CY
CY
CY
CY CYCY CY CY CYCYCY CY
CY CYCYCY CYCYCY CYCYCY GRD GRDGRD GRD GRD GRD GRD GRD GRD GRDGRD GRD GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD
GRD GRD GRD GRD GRD GRD GRDGRD GRD GRD GRD GRD CY CY CY CY CY CYCY CY
CYCY CY CYCY CY CY
CY 3 CY 4 CY 4 CY 4 CY 3 CY 4 CY 4 CY 2 CY 2 CY 2 CY 2 CY FIRE LADDER ACCESS TO 1ST FLOOR COURTYARD FIRE LADDER ACCESS TO 1ST FLOOR COURTYARD 30'-10 1/2" 26'-0"
24'-0" 26'-0"
29'-0"
26'-0"
26'-0"
26'-0" 26'-0" 26'-0"
22'-0"
29'-2"
24'-0"
5'-4" 6'-0" 5'-6" 6'-0" 6'-0"
6'-0"
26'-0" FIRE AERIAL ACCESS
FIRE AERIAL ACCESS OPEN SPACE OPEN SPACE R36'-0" R62'-0" 34'-0" R99'-7" 20'-0" R42'-0"
R42'-0" 22'-0" R20'-0"
R42'-0"
R20'-0"
R20'-0"
R42'-0"
7'-0"
CLR.
7'-0"
CLR.
7'-0"
CLR.
7'-0"
CLR. 7'-0" CLR. 7'-0" CLR. 7'-0" CLR. 7'-0" CLR.
7'-0"
CLR.
7'-0"
CLR. 7'-0" CLR. CLR.
SEE LANDSCAPE DWG FOR SURFACE DETAIL FIRE AERIAL ACCESS SEE LANDSCAPE DWG FOR SURFACE DETAIL FIRE LADDER ACCESS PLAN ( COURT YARD ) SCALE: 1" = 20' N 0 20 40 80 A2.8FLA 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 7-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates 3 BLDG A & C SECTION 1 /16" = 1'-0" 1 FIRE LADDER ACCESS PLAN COURT YARD PLAN 1" = 20'-0" 4 TYP. SECTION @ COURTYARD 1 /16" = 1'-0" 2 BLDG B SECTION 1 /16" = 1'-0" STEVENS CREEK BLVD.
ALVES DR.
BANDLEY DR. N. DE ANZA BLVD (E) ADJACENT BUILDING LADDER ACCESS LEGENDGRD
B C PARKING BUILDING B SECTION A-A BUILDING C SECTION A-A BUILDING C COURTYARD RETAIL RETAIL PARKING BUILDING B 35'-0" COURTYARD 14'-0" 14'-0"
43'-9"
10'-0"
14'-0" 14'-0"
55'-0"
10'-0" 10'-0" 10'-0"
10'-0" 3'-0" HIGHEST ADJACENT GRADE 240.5'
3'-0" GROUND LEVEL 237.2' GROUND FLOOR 238.5' EL: 237.20' EL: 223.20' EL: 237.20' EL: 238.5' EL: 224.5' HIGHEST ADJACENT GRADE 240.5 EL: 238.5' 10'-0"
10'-0" 2ND FLOOR 3RD FLOOR ROOF DECK PARAPET 1ST FLOOR BASEMENT ALVES DRIVE TC 236.33' EL: 237.20' 4TH FLOOR 3RD FLOOR 2ND FLOOR 1ST FLOOR BASEMENT EL: 238.5' EL: 224.5' ROOF DECK PARAPET PROP
LINE
PROP. LINE
FACE OF CURB 35'-0" SETBACK @ ALVES DR. 24'-6" SETBACK
65'-0"
MAX. ALLOWABLE
BLDG. HEIGHT (CBC)
TABLE 504.3
65'-0"
MAX. ALLOWABLE
BLDG. HEIGHT (CBC)
TABLE 504.3 A B PARKING BUILDING A SECTION B-B RETAIL BUILDING A COURTYARD PARKING BUILDING B COURTYARD BUILDING B SECTION B-B RESTAURANT PARKING PARKING THE MAIN PASEO 13'-3 1/2"
14'-0" 14'-0" 10'-0" 10'-0" 3'-0" GROUND FLOOR 237.20' EL: 237.20' EL: 237.20' EL: 237.20' DE ANZA BLVD. 12'-4" EL: 223.20' EL: 236.38'
10'-0" ROOF DECK PARAPET 3RD FLOOR 2ND FLOOR 1ST FLOOR BASEMENT BASEMENT EL: 237.20' EL: 223.20' EL: 223.20' EL: 223.20' EL: 223.20' EL: 235.88' BANDLEY DR. HIGHEST ADJACENT GRADE 234.75' PROP. LINE
FACE OF CURB
PROP. LINE
FACE OF CURB 39'-10 1/2" SETBACK @ BANDLEY DR. 35'-0" SETBACK @ DE ANZA BLVD. 65'-0"
MAX. ALLOWABLE
BLDG. HEIGHT (CBC)
TABLE 504.3
65'-0"
MAX. ALLOWABLE
BLDG. HEIGHT (CBC)
TABLE 504.3
43'-9" HIGHEST ADJACENT GRADE 240.5' SECTIONS SCALE: 1/16" = 1' A4.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates BA C ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. BA C
ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD.
UNIT A4 (1) BED UNIT PLAN A4 780SF G1 1,128SF UNIT G1 (2) BED UNIT PLAN G4 1,112SF UNIT G4 (2) BED UNIT PLAN C1 1,389SF UNIT C1 (3) BED UNIT PLAN UNIT D3 (2) BED UNIT FLOOR PLAN D3 1,222SF B1 1,423SF UNIT B1 (2) BED UNIT PLAN + (1) DEN UNIT PLANS SCALE: 1/4" = 1'-0" A9.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates G5 1,077SF UNIT G5 (2) BED UNIT PLAN G6 1,104SF UNIT G6 (2) BED UNIT PLAN J21,419SF UNIT J2 (3) BED UNIT PLAN UNIT K1 (2) BED UNIT PLANK1 1,055SF UNIT K2 (2) BED UNIT PLANK2 1,018SF A9.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates UNIT PLANS SCALE: 1/4" = 1'-0" M2 1,111SF UNIT M2 (2) BED UNIT PLAN UNIT N1 (2) BED + DEN UNIT PLAN N1 1,477SF O1 1,256 SF UNIT O1 (2) BED UNIT PLAN UNIT O3 (2) BED UNIT PLAN O3 1,256SF O2 1,140 SF UNIT O2 (2) BED UNIT PLAN A9.2 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates UNIT PLANS SCALE: 1/4" = 1'-0" UNIT Q1 (CORNER)
(2) BED UNIT PLANQ1 1,141SF
UNIT Q2 (CORNER)
(2) BED UNIT PLAN Q2 1,141SF UNIT R1 (3) BED UNIT PLAN R1 1,646 SF UNIT P1 (2) BED + DEN UNIT PLAN P11,454SF A9.3 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates UNIT PLANS SCALE: 1/4" = 1'-0" UNIT R2 (3) BED UNIT PLAN R2 1,600 SF UNIT R3 (3) BED UNIT PLAN R3 1,619 SF UNIT S1 (CORNER 2) (2) BED + DEN UNIT PLAN S1 1,886SF A9.4 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates UNIT PLANS SCALE: 1/4" = 1'-0" UNIT T2 (3) BED + DEN UNIT PLAN T21,626SF UNIT T3 (3) BED + DEN UNIT PLAN T31,594SF X1 1,480 SF UNIT X1 (3) BED UNIT PLAN UNIT T1 (3) BED + DEN UNIT PLAN T11,649SF A9.5 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates UNIT PLANS SCALE: 1/4" = 1'-0" PERSPECTIVES A10.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates DE ANZA BLVD / BUILDING A STREET VIEW ALVES DR. / BANDLEY DR. BLDG B STREET VIEW BA C ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. BA C
ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD.
PERSPECTIVES A10.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates MAIN STREET VIEW BLDG A & B MAIN STREET VIEW BLDG A & B BA C ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. BA C
ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. BA C
ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. MAIN STREET VIEW BLDG A & B
PERSPECTIVES A10.2 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA Tectonic Architects & Associates BA C ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. MAIN STREET VIEW BLDG B & C BA C
ALVES DR N. DE ANZA BLVD. BANDLEY DR.
STEVENS CREEK BLVD. MAIN STREET VIEW BLDG B
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W
8"W 8"W
4"W
4"GAS
10"SS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y S T E V E N S C R E E K B O U L E V A R D D R I V E 12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 18" SD
12" SD
8" SD 10" SD 8" SD
12" SD
8" SD
10" SD 12" SD EXISTING BUILDING TO BE DEMOLISHED EXISTING BUILDING TO BE DEMOLISHED EXISTING PARKING, TREES, LANDSCAPING UTILITIES AND SIDEWALK TO BE DEMOLISHED DE ANZA BLVD. STEVENS CREEK BLVD.
BANDLEY DR. ALVES DR. EXISTING PARKING, TREES, LANDSCAPING UTILITIES AND SIDEWALK TO BE DEMOLISHED 1 1 1 1 1 1 1 2 2 2 2 2 2 1 1 1 1 1 1 JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C0.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS EXISTING GROUND AND DEMOLITION PLAN -40 0 40 80 120 SCALE IN FEET 1" = 40' NOTE: 1 EXISTING SANITARY SEWER EASEMENTS, LINE,CLEANOUT AND MANHOLE TO BE DEMOLISHED 2 EXISTING STORM DRAIN LINE, CATCH BASIN AND MANHOLE TO BE DEMOLISHED 2 12 9/27/22
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W
8"W 8"W
4"W
4"GAS
10"SS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y S T E V E N S C R E E K B O U L E V A R D D R I V E 12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 18" SD
12" SD
8" SD 10" SD 8" SD
12" SD
8" SD
10" SD 12" SD
BANDLEY DR.
DE ANZA BLVD. STEVENS CREEK BLVD. ALVES DRIVE
NORTH DE ANZA BOULEVARD
NORTH DE ANZA BOULEVARD
BANDLEY DRIVE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD pp pp pp pp pp pp
pp
pp
pp
pp
SD SD SD
SD SD SD SD
SD
SD
SD
SD
SD 27'-6"
22'-6"
10'-0" 22'-6" 10'-0"
10'-0"
3 CY
4 CY
4 CY
4 CY
2 CY
2 CY
2 CY
2 CY
4 CY
4 CY
3 CY
3 CY
3 CY
3 CY
3 CY
4 CY 4 CY
4 CY
4 CY 4 CY 4 CY 4 CY 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK FF 237.20 SSMH RIM 241± INV 232.8± FF 235.88 JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C1.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS KEY MAP -40 0 40 80 120 SCALE IN FEET 1" = 40' SHEET C2.0 SHEET C2.1 SHEET C4.0 SHEET C4.1 12 9/27/22 EX. STREET LIGHT TO BE RELOCATED
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS
10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W 8"W
4"W
4"GAS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y
D R I V E
12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 12" SD
8" SD 12" SD
BANDLEY DR.
DE ANZA BLVD. ALVES DRIVE
NORTH DE ANZA BOULEVARD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD pp pp pp
pp
pp
pp
pp
pp
SD SD SD SD SD SD SD
SD
SD
SD 27'-6"
10'-0" 10'-0"
10'-0"
3 CY
4 CY
4 CY
4 CY
2 CY
2 CY
2 CY
2 CY
4 CY
4 CY
3 CY
3 CY
3 CY
3 CY
3 CY
4 CY 4 CY
4 CY
4 CY 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK 5.8% 1.5% TC 239.8TC 239.4 2% FS 237.20
2%FS 239.3FS 238.9 FF 237.20 FF 237.20 FF 238.5 FS 236.5 1%
1%
1% 2%
2% FS 238.5 FIRE TRUCK ACCESS 26' 26' TC 239.4 FS 238.9 TC 236.90 TC 232.93 FL 232.43 FS 236.85 TC 238.53 FL 238.03 FS 236.7 TC 237.2 FS 232.74 FS 237.20 FS 237.20 FS 237.20 FF 237.20 FS 237.20 FF 237.20 FS 236.9 TC 237.4 2% TC 238.2 FS 237.7
2%
1% FF 237.20 FF 237.20 TC 234.15 FL 233.65 FIRE TRUCK ACCESS FS 238.5 FS 237.2 FF 237.20 FF 235.88 1.9% TC 238.39 FL 237.89 TC 238.5 FL 238.0 TC 238.6 FL 238.1 MATCH TC THE EX GRADE TC 240.7 TC 237.8 FS 237.3 FL 236.40 1.5% TC 232.5± FL 232.0± EX.SDCB TC 236.45 FL 235.95 TC 234.53 1.2% FL 234.03 1% 1.5% FS 234.6 FS 236.38 FS 236.1 FS 236.1 FS 232.86 TC 238.60 FL 238.10 TC 240.54 FL 240.04 TC 240.84 FL 240.34 FS 240.7 FS 237.6 TC 238.1 FS 240.5 TC 237.0 FS 237.20 FS 236.8 TC 237.3 TC 235.55 FL 235.05 TC 235.22 FL 234.72 2%
2% BOW 234.76 FS 237.20 FS 237.20 FS 237.20 FS 237.20 FS 235.97 FS 235.78 FF 236.38 FF 237.20 FF 237.20 2%1%1%1%2% 2%
2%
2% FS 238.5 1% 2% FS 235.3
2%
2% FS 237.4 FS 237.5 TC 238.0 FS 237.8 TC 238.3 FS 236.5 TC 237.0 TC 238.2 FS 237.7 TC 238.2 FS 237.7 TC 238.2 FS 237.7 FS 236.5 TC 237.0 FS 236.8 TC 237.3 FS 236.8 TC 237.3 FS 236.9 TC 237.4
1.5% LEVEL FS 236.38 FF 235.88 TC 236.7 FS 236.2 1% FS 235.6 TC 236.1 FS 236.1 TC 236.5 2% 2%TC 236.28 LOW PT 2% FS 237.2 FS 237.2 FS 237.2 2% FS 236.38 FS 235.88 TC 235.8 2% FS 235.78 TC 236.28 FS 236.38 FS 236.38 FS 236.38 FS 235.78 TC 236.28
0.6% FS 235.78 TC 236.28 FS 236.38 FS 236.38 FS 236.38 FS 236.38 FF 236.38 FF 236.38 FF 236.38 FS 236.38FS 236.38 FF 236.38 FS 235.88 FS 236.3
1.3% TC 236.38 FS 235.88 TC 236.38 FS 237.00 FS 237.2 FS 237.2 0.94% BOW 240.65FS 240.5 TC 237.9 FS 237.4 TC 237.5 FS 237.1 BOW 240.62 FS 237.20 FS 237.3 FS 237.2 FS 237.1 FS 236.8 FS 237.0 BOW 240.0 FS 237.0 FS 236.7 FS 236.8 FS 237.1 BOW 239.5 FS 237.2 FS 237.2 FS 236.9 FS 237.2 FS 237.1 FS 237.0 5% FS 237.0 FS 237.2 FS 236.9 FS 237.1 FS 236.8 FS 237.1 FS 236.38 5% FS 237.00 FS 237.9 5% FS 237.24 FS 236.5 TC 237.0 TC 238.2 FS 237.7 FS 234.9 FS 237.2 FS 237.2 2%
2% FS 236.94 FS 236.24 FS 237.2
2% FS 236.94 FS 236.24
5% TC 235.76 FL 235.26 FS 236.16
2%
2%
5% 1.2% 1.2% 1.2% FS 236.0 TC 236.5 FS 236.47 FS 235.0 TC 235.5 FS 235.5 FS 235.2 TC 235.7 FS 235.88 TC 236.38
1.5% FS 235.0 TC 235.0 FS 234.5 FS 235.7
2% TC 236.5 FS 236.0 2.5% FS 235.4
1.5%
1.7%
1.5%
1.5% 1.5%
1%
1.9% FS 236.3 FS 236.3 FS 236.9
MAX FS 236.9 2%2%2% 0.5%2%0.5%2% 0.5% BOW 235.06 FS 235.3 TC 235.8 2% FS 235.60
1.5% FS 236.7 FS 236.7 FS 235.40 FS 236.1
5% FS 236.9 FS 237.0 FS 237.5 TC 238.0
1.5% 2% NEW 18" INV 228.00 IN 65'~18" PVC @S=0.3% SDCB RIM INV 228.2 SDCB 268'~18"PVC@S=0.3% RIM 236.6 18"INV 229.0THRU PUMP FS 237.1 FS 236.84 SDCO CAP 236.1 SDCB RIM 236.7 4" INV 233.5 IN 134'~18"PVC@S=0.3% FS 237.6 SDCB RIM 236.6 4"INV 233.4 IN 43'~18"PVC @S=0.3% 39'~18"PVC @S=0.3% SDCB RIM 236.6 18" INV 229.6 THRU 115'~18"PVC
@S=0.3% SDMH RIM 236.6 18"INV 229.9THRU 38'~18"PVC @S=0.3% SDCB RIM 236.6 SDMH RIM 238.0 INV 230.4 110'~18"PVC @S=0.3% 2% SDMH RIM 236.3 INV 232.6 4" INV 233.6 OUT 39'~4"PERF @S=0.5% 18"INV 229.5 THRU 34'~4"PERF @S=0.5% SDCO CAP 236.2 4" INV 233.7 OUT 18" INV 229.3 THRU 99'~4"PERF @S=0.5% 4" INV 233.6 OUT 4" INV 233.1 IN SDCB RIM INV 229.2 35'~18"PVC@S=0.5%
59'~18"PVC @S=0.5%
70'~18"PVC@S=0.5% SDCB RIM INV 228.8 SDCB RIM INV 228.6 41'~4"PERF @S=0.5% 9'~4"PERF @S=0.5% 9'~4"PERF @S=0.5% 4"INV 233.5IN SDCO CAP 236.1 4" INV 233.6 OUT SDCO CAP 236.1 4" INV 233.6 OUT SDCO CAP 236.1 4" INV 233.6 OUT 18"INV 230.0THRU 4"INV 233.4IN SDCB RIM 235.78 INV 231.9 SDCB RIM 235.3 INV 231.8 29'~10"PVC@S=0.5% SDCB RIM 235.8 INV 231.6 27'~10"PVC @S=0.5% 116'~10"PVC@S=0.5% SDCB RIM 237.5 INV 234.8 FS 233.85 FS 234.05 FS 233.3 TRENCH DRAIN SDCBSDCB SDCB SDCB SDCB TRENCH DRAIN BUBBLE UP BUBBLE UP SDCB RIM INV 228.5 SDCB RIM INV 228.3 A A
19.9' 5' SIDEWALK 5' PARK STRIP 60' 20' 10' NEW LOCATION FOR STREET LIGHT EX. STREET LIGHT BOX TO BE RELOCATED REPLACE ADA RAMP PER CALTRANS CURB RAMP DETAIL CASE A TCM 1 TCM 2 TCM 6 TCM 3
TCM 4 TCM 7
TCM 8
TCM 9
TCM 10 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK 4' SIDEWALK JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C2.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS MATCH LINE SHEET C2.0 SHEET C2.1 -20 0 20 40 60 SCALE IN FEET 1" = 20' PRELIMINARY GRADING PLAN (Symbol Size May Vary) LEGEND: PROPOSED Storm Drain Storm Drain Catch Basin(SDCB) Storm Drain Manhole(SDMH) FLOW THROUGH PLANTER 1.5%-2% 5' SIDEWALK RAMP TO BASEMENT PARKING TRENCH DRAIN PER CITY STANDARD DETAIL 1-20 5' DRIVEWAY 2' GUTTER ALVES DRIVE PL SECTION A-A SCALE: N.T.S 2 2 2 2 2 12 9/27/22 8"W
10"SS S T E V E N S C R E E K B O U L E V A R D 18" SD 12" SD 8" SD 10" SD 8" SD
10" SD STEVENS CREEK BLVD.
NORTH DE ANZA BOULEVARD
SD
SD
SD SD
SD SD SD SD
pp
pp
SD
SD
22'-6" 22'-6"
10'-0"
4 CY
4 CY
4 CY 4 CY 4 CY 4 CY TC 241.8 FS 241.3 FS 239.0 TC 238.8 FS 238.3± TC 238.6 FS 238.1± TC 239.0 FS 238.5 TC 238.7 FS 238.2 TC 239.7 FS 239.2± FF 238.5 FS 238.5 2% TC 236.1 FS 235.6 FS 236.7 TC 237.2 TC 239.4 FS 238.9± TC 239.5 FS 239.5 TC 239.0 FS 238.5 FS 238.5 1% 1.6%1.9% 1.2% TC 238.0 FS 237.5 TC 240.5 FS 240.0 TC 237.7 FS 237.2 2% FS 238.5 TC 240.8 FS 240.3 TC 238.8 FS 238.3 FS 238.5 FS 238.0 TC 238.5 FS 238.8 FS 238.5 FS 238.1 FS 239.1 FS 238.4 TC 240.0 FS 239.3 FL 236.7± FL 236.4± FS 237.4 FS 237.1 TC 238.8 FS 238.3 TC 238.3 FS 237.8 TC 238.7 FS 238.2 1.5% TC 238.7 FS 240.4± TC 239.8 FS 239.3 TC 236.7 FS 236.2 TC 238.9 FS 237.6 TC 238.1 TC 239.61.6% TC 238.6 FS 237.9 FS 237.6 2% FF 238.5 FF 238.5 FF 239.9 FF 238.5 FS 239.9 FS 238.8 TC 239.3 FS 238.2 TC 238.7 FF 239.0 FF 239.4 FF 240.5 TC 240.4 FS 239.9 TC 238.9 FS 238.4 1.7% FS 238.1 FS 238.6 1.7%
1.5%
1.3% 1.77%
1.5% FS 240.5 TC 240.5 FS 239.8 1% 1.87%1.87% FS 237.4 TC 237.9
1.5% TC 236.5 FS 236.0 1.5% 1.5% TC 240.0 FS 239.3 TC 240.0 0.6% 0.5% FS 237.5 TC 238.0 1%
241'~18"PVC@S=0.3% SDMH RIM 241.1 INV 231.11SDCB RIM 241.8 SDMH RIM 239.3 INV 231.8 SDCB RIM 237.0 SDMH 4" INV 233.8 IN RIM 237.6 INV 232.2 145'~18"PVC@S=0.3% SDCO CAP 236.5 SDMH RIM 239.0 INV 231.9 35'~18"PVC@S=0.3% 247'~18"PVC@S=0.3% INV 234.0 SDCB RIM 237.9 4" INV 234.8 IN SDCO CAP 237.4 INV 234.9 38'~4" PERF @S=0.5% 10" INV 233.8 OUT
22'~4" PERF
@S=0.5% 10" INV 232.0 OUT SDCB RIM 239.3 INV 235.5 220'~18"PVC @S=0.3% RIM 237.5 INV 234.8 FS 239.2 TC 239.7
1.88% SDCB RIM 237.5 INV 232.4 45'~12"PVC@S=0.5%INV 231.14 6' DEDICATION 45'
TCM 14
TCM 15 JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C2.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS MATCH LINE SHEET C2.0 SHEET C2.1 -20 0 20 40 60 SCALE IN FEET 1" = 20' PRELIMINARY GRADING PLAN (Symbol Size May Vary) LEGEND: PROPOSED Storm Drain Storm Drain Catch Basin(SDCB) Storm Drain Manhole(SDMH) FLOW THROUGH PLANTER 12 9/27/22 N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W 8"W
4"W
4"GAS
10"SS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y S T E V E N S C R E E K B O U L E V A R D D R I V E 12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 18" SD
12" SD
8" SD 10" SD 8" SD
12" SD
8" SD
10" SD 12" SD 27'-6" 35'-0" 27'-6"
35'-0"
22'-6"
35'-0" 35'-0"
10'-0" 22'-6" 10'-0"
28'-6"
10'-0"
3 CY
4 CY
4 CY
4 CY
2 CY
2 CY
2 CY
2 CY
4 CY
4 CY
3 CY
3 CY
3 CY
3 CY
3 CY
4 CY 4 CY
4 CY
4 CY 4 CY 4 CY 4 CY
BUILDING A
BUILDING B
BUILDING C 1 2 34 5 6 1415 8 16 TCM 1 TCM 1 TCM 2 TCM 6 9 7 10 11 TCM 3
TCM 4 TCM 1 TCM 2 TCM 7 12
TCM 8
TCM 9 TCM 10 13 13
TCM 14 TCM 15 TCM 5 TCM 12 CONCEPTUAL STORMWATER CONTROL PLAN -40 0 40 80 120 SCALE IN FEET 1" = 40' JOB NO.1250.001 DATE De Anza Venture, LLC MARINA PLAZA C3.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 07-27-22 Property Boundary (Symbol Size May Vary) LEGEND: PROPOSED Drainage Area Boundary Drainage Area Designation 1 TREATMENT CONTROL NUMBER TCM 1 PLANTER BOX *PER CHAPTER 2 OF THE C3 STORM WATER HANDBOOK, NEW SIDEWALK CONSTRUCTED ALONG AN EXISTING ROADWAY IS EXEMPT FROM PROVISION C.3.c OF THE MUNICIPAL STORMWATER PERMIT **ROOFBLUE RETAIN AREA = ROOF(IMPERVIOUS AREA) X 0.5 ***SELF-TREATING AREA AREA TCM# TYPE DRAINAGE AREA (SF) 1 1 FLOW THROUGH PLANTER 18,699 2 2 12,002 3 3 4,265 2,885 495 433 4 4 12,932 790 6 6 36,076 2,375 7 7 9 9 18,766 2,160 10,019 2,527 11 300 - 12 ROADWAY PROJECT* LANDSCAPE (SF) 11 9,971 9,971 12 31,421 10,474 PERVIOUS PAVER/LANDSCAPE*** IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED TREATMENT AREA PROVIDED 15,814 633 636 11,507 460 495 3,832 12,142 33,701 16,606 7,492 0 20,947 153 486 1,011 664 300- 10,474 180 582 1,095.5 670 327- 10,474 14 14 15 15 5,001 875 4,126 165 165 16 16 8,903 1,837 7,066 283 306 8 8 8,919 2,047 6,872 275 285 10 10 14,390 577 13,813 553 577 5 5 18,340 6,113 12,227 6,113 6,113 FLOW THROUGH PLANTER FLOW THROUGH PLANTER FLOW THROUGH PLANTER ROOFBLUE RETAIN** FLOW THROUGH PLANTER FLOW THROUGH PLANTER FLOW THROUGH PLANTER FLOW THROUGH PLANTER FLOW THROUGH PLANTER 13 13 12,851 12,851 12,851 - - TOTAL ROOFBLUE RETAIN** PERVIOUS PAVER/LANDSCAPE*** FLOW THROUGH PLANTER FLOW THROUGH PLANTER 222,855 PONDING DEPTH --6" 6" 6" 6" 6" 8.9" 6" 6" 6" 6" 6" 6" 6" 56,410 166,445 ROOFBLUE RETAIN STORMWATER CONTROL DETAILS JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C3.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS PLACE GEOTEXTILE BETWEEN COBBLES & NATIVE SOIL FOR EROSION CONTROL. 12 9/27/22 STORMWATER CONTROL NOTES JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C3.2 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS SITE CONDITIONS SOIL TYPE Clay Loam (D) DEPTH TO GROUNDWATER Greater than 100 100 YEAR FLOOD ELEV RECEIVING WATER BODY POLLUTANTS POLLUTANT SOURCE AREAS Sediment, Grease, Oil, Heavy Metals, Hydrocarbons, Trash, Nutrients, Pesticides, Bacteria SOURCE CONTROL MEASURES Roofs, Roads, Landscaping Sweeping Roads, Landscape Maintenance, Irrigation Controls Calabazas Creek Soil type and depth to groundwater are taken from the Santa Clara Valley Urban Runoff Pollution Prevention Program C.3 Stormwater Handbook. The 100 year flood elevation was taken from the FEMA website. Zone D - Areas in which flood hazards are undetermined, but possible PERVIOUS PAVER REQUIREMENTS CONTRACTOR OR PERMITEE SHALL: · PROVIDE CERTIFICATION FROM THE PAVER MANUFACTURER THAT THE PAVERS MEET THE REQUIREMENTS OF THE C3 STORMWATER HANDBOOK FOR PERVIOUS PAVERS. THIS INCLUDES, BUT IS NOT LIMITED TO, HAVING A MINIMUM SURFACE INFILTRATION RATE OF 100"/HR WHEN TESTED IN ACCORDANCE WITH ASTM C1701. · ONLY CONTRACTORS HOLDING CERTIFICATION OF COMPLETION IN THE INTERLOCKING CONCRETE PAVEMENT INSTITUTES PICP INSTALLER TECHNICIAN COURSE SHALL BE USED TO INSTALL THE PAVERS AND AT LEAST ONE FOREMAN WITH THIS CERTIFICATION MUST BE ON THE JOBSITE AT ALL TIMES DURING CONCRETE PAVER INSTALLATION. · PROTECT THE EXCAVATED AREA FOR PERVIOUS PAVERS FROM EXCESSIVE COMPACTION DUE TO CONSTRUCTION TRAFFIC AND PROTECT THE FINISHED PAVEMENT FROM CONSTRUCTION TRAFFIC. TABLE 1 ROUTINE MAINTENANCE ACTIVITIES FOR PERVIOUS PAVEMENT NO. MAINTENANCE TASK FREQUENCY OF TASK 1 CHECK FOR SEDIMENT AND DEBRIS ACCUMULATION. PREVENT SOIL FROM WASHING OR BLOWING ONTO THE PAVEMENT. DO NOT STORE SAND, SOIL, MULCH OR OTHER LANDSCAPING MATERIALS ON PERVIOUS PAVEMENT SURFACES. TWO TO FOUR TIMES ANNUALLY 2 CONDUCT PREVENTATIVE SURFACE CLEANING, USING COMMERCIALLY AVAILABLE REGENERATIVE AIR OR VACUUM SWEEPERS, TO REMOVE SEDIMENT AND DEBRIS. TWO TO FOUR TIMES ANNUALLY 3 INSPECT FOR ANY SIGNS OF PAVEMENT FAILURE. REPAIR ANY SURFACE DEFORMATIONS OR BROKEN PAVERS. REPLACE MISSING JOINT FILLER IN PICP. TWO TO FOUR TIMES ANNUALLY 4 CHECK FOR STANDING WATER ON THE PAVEMENT SURFACE WITHIN 30 MINUTES AFTER A STORM EVENT. TWO TO FOUR TIMES ANNUALLY 5 INSPECT UNDERDRAIN OUTLETS AND CLEANOUTS, PREFERABLY BEFORE THE WET SEASON. REMOVE TRASH/DEBRIS. TWO TO FOUR TIMES ANNUALLY 6 REMOVE SEDIMENT AND DEBRIS ACCUMULATION ON PERVIOUS PAVEMENT. TWO TO FOUR TIMES ANNUALLY 7 REMOVE WEEDS. MOW VEGETATION IN GRID PAVEMENTS (SUCH AS TURF BLOCK) AS NEEDED. AS NEEDED 8 PERFORM RESTORATIVE SURFACE CLEANING WITH A VACUUM SWEEPER, AND/OR RECONSTRUCTION OF PART OF THE PERVIOUS SURFACE TO RESTORE SURFACE PERMEABILITY AS NEEDED. REPLENISH AGGREGATE IN PICP JOINTS OR GRIDS AS NEEDED AFTER RESTORATIVE SURFACE CLEANING. AS NEEDED 9 POWER WASHING WITH SIMULTANEOUS VACUUMING ALSO CAN BE USED TO RESTORE SURFACE INFILTRATION TO HIGHLY CLOGGED AREAS OF PERVIOUS CONCRETE, POROUS ASPHALT OR PICP, BUT IS NOT RECOMMENDED FOR GRID PAVEMENTS. AS NEEDED 10 INSPECT PERVIOUS PAVING AREA USING THE ATTACHED INSPECTION CHECKLIST. QUARTERLY OR AS NEEDED TABLE 1 ROUTINE MAINTENANCE ACTIVITIES FOR FLOW-THROUGH PLANTERS NO. MAINTENANCE TASK FREQUENCY OF TASK 1 INSPECT THE PLANTER SURFACE AREA, INLETS AND OUTLETS FOR OBSTRUCTIONS AND TRASH; CLEAR ANY OBSTRUCTIONS AND REMOVE TRASH. QUARTERLY 2 INSPECT PLANTER FOR STANDING WATER. IF STANDING WATER DOES NOT DRAIN WITHIN 2-3 DAYS, THE SURFACE BIOTREATMENT SOIL SHOULD BE TILLED OR REPLACED WITH THE APPROVED SOIL MIX AND REPLANTED. USE THE CLEANOUT RISER TO CLEAR ANY UNDERDRAINS OF OBSTRUCTIONS OR CLOGGING MATERIAL. QUARTERLY 3 CHECK FOR ERODED OR SETTLED BIOTREATMENT SOIL MEDIA. LEVEL SOIL WITH RAKE AND REMOVE/REPLANT VEGETATION AS NECESSARY. QUARTERLY 4 MAINTAIN THE VEGETATION AND IRRIGATION SYSTEM. PRUNE AND WEED TO KEEP FLOW-THROUGH PLANTER NEAT AND ORDERLY IN APPEARANCE. QUARTERLY 5 EVALUATE HEALTH AND DENSITY OF VEGETATION. REMOVE AND REPLACE ALL DEAD AND DISEASED VEGETATION. REMOVE EXCESSIVE GROWTH OF PLANTS THAT ARE TOO CLOSE TOGETHER. ANNUALLY, BEFORE THE RAINY SEASON BEGINS 6 USE COMPOST AND OTHER NATURAL SOIL AMENDMENTS AND FERTILIZERS INSTEAD OF SYNTHETIC FERTILIZERS, ESPECIALLY IF THE SYSTEM USES AN UNDERDRAIN. ANNUALLY, BEFORE THE RAINY SEASON BEGINS 7 INSPECT THE OVERFLOW PIPE TO MAKE SURE THAT IT CAN SAFELY CONVEY EXCESS FLOWS TO A STORM DRAIN. REPAIR OR REPLACE ANY DAMAGED OR DISCONNECTED PIPING. USE THE CLEANOUT RISER TO CLEAR UNDERDRAINS OF OBSTRUCTIONS OR CLOGGING MATERIAL. ANNUALLY, BEFORE THE RAINY SEASON BEGINS 8 INSPECT THE ENERGY DISSIPATOR AT THE INLET TO ENSURE IT IS FUNCTIONING ADEQUATELY, AND THAT THERE IS NO SCOUR OF THE SURFACE MULCH. REMOVE ANY ACCUMULATION OF SEDIMENT. ANNUALLY, BEFORE THE RAINY SEASON BEGINS 9 INSPECT AND, IF NEEDED, REPLACE WOOD MULCH. IT IS RECOMMENDED THAT 2" TO 3" OF COMPOSTED ARBOR MULCH BE APPLIED ONCE A YEAR. ANNUALLY, BEFORE THE RAINY SEASON BEGINS 10 INSPECT SYSTEM FOR EROSION OF BIOTREATMENT SOIL MEDIA, LOSS OF MULCH, STANDING WATER, CLOGGED OVERFLOWS, WEEDS, TRASH AND DEAD PLANTS. IF USING ROCK MULCH, CHECK FOR 3” OF COVERAGE. ANNUALLY AT THE END OF THE RAINY SEASON AND/OR AFTER LARGE STORM EVENTS, 11 INSPECT SYSTEM FOR STRUCTURAL INTEGRITY OF WALLS, FLOW SPREADERS, ENERGY DISSIPATORS, CURB CUTS, OUTLETS AND FLOW SPLITTERS. ANNUALLY AT THE END OF THE RAINY SEASON AND/OR AFTER LARGE STORM EVENTS, TABLE 1 ROUTINE MAINTENANCE ACTIVITIES FOR MEDIA FILTERS NO. MAINTENANCE TASK FREQUENCY OF TASK 1 INSPECT FOR STANDING WATER, SEDIMENT, TRASH AND DEBRIS. MONTHLY DURING RAINY SEASON 2 REMOVE ACCUMULATED TRASH AND DEBRIS IN THE UNIT DURING ROUTINE INSPECTIONS. MONTHLY DURING RAINY SEASON, OR AS NEEDED AFTER STORM EVENTS 3 INSPECT TO ENSURE THAT THE FACILITY IS DRAINING COMPLETELY WITHIN FIVE DAYS AND PER MANUFACTURER’S SPECIFICATIONS. ONCE DURING THE WET SEASON AFTER MAJOR STORM EVENT. 4 REPLACE THE MEDIA PER MANUFACTURER’S INSTRUCTIONS OR AS INDICATED BY THE CONDITION OF THE UNIT. PER MANUFACTURER’S SPECIFICATIONS. 5 INSPECT MEDIA FILTERS USING THE ATTACHED INSPECTION CHECKLIST. QUARTERLY OR AS NEEDED BIOTREATMENT SOIL REQUIREMENTS · BIORETENTION SOIL MIX SHALL MEET THE REQUIREMENTS AS OUTLINED IN APPENDIX C OF THE C.3 STORM WATER HANDBOOK AND SHALL BE A MIXTURE OF FINE SAND AND COMPOST MEASURED ON A VOLUME BASIS OF 60-70% SAND AND 30-40% COMPOST. CONTRACTOR TO REFER TO APPENDIX C FOR SAND AND COMPOST MATERIAL SPECIFICATIONS. CONTRACTOR MAY OBTAIN A COPY OF THE C3 HANDBOOK AT : HTTPS://CLEANWATER.SCCGOV.ORG/SITES/G/FILES/EXJCPB461/FILES/SCVURPPP_C.PDF · PRIOR TO ORDERING THE BIOTREATMENT SOIL MIX OR DELIVERY TO THE PROJECT SITE, CONTRACTOR SHALL PROVIDE A BIOTREATMENT SOIL MIX SPECIFICATION CHECKLIST, COMPLETED BY THE SOIL MIX SUPPLIER AND CERTIFIED TESTING LAB. BIORETENTION & FLOW-THROUGH PLANTER NOTES: 1. SEE GRADING PLAN FOR BASIN FOOTPRINT AND DESIGN ELEVATIONS. 2. PLACE 3 INCHES OF COMPOSTED, NON-FLOATABLE MULCH IN AREAS BETWEEN STORMWATER PLANTINGS. 3. SEE LANDSCAPE PLAN FOR MULCH, PLANT MATERIALS AND IRRIGATION REQUIREMENTS 4. CURB CUTS SHALL BE A MINIMUM 18" WIDE AND SPACED AT MAXIMUM 10' O.C. INTERVALS AND SLOPED TO DIRECT STORMWATER TO DRAIN INTO THE BASIN. CURB CUTS SHALL ALSO NOT BE PLACED INLINE WITH OVERFLOW CATCH BASIN. SEE GRADING PLAN FOR MORE DETAIL ON LOCATIONS OF CURB CUTS. 5. A MINIMUM 0.2' DROP BETWEEN STORM WATER ENTRY POINT (I.E. CURB OPENING, FLUSH CURB, ETC.) AND ADJACENT LANDSCAPE FINISHED GRADE. 6. DO NOT COMPACT NATIVE SOIL / SUBGRADE AT BOTTOM OF BASIN. LOOSEN SOIL TO 12" DEPTH. IT IS RECOMMENDED THAT MAINTENANCE OCCURS AT LEAST TWO DAYS AFTER THE MOST RECENT RAIN EVENT TO ALLOW DEBRIS AND SEDIMENTS TO DRY OUT 12 9/27/22 ANZA BLVD. ALVES DR.
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W 8"W
4"W
4"GAS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y
D R I V E
12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 12" SD
8" SD 12" SD 35'-0" 27'-6"
35'-0"
35'-0" 35'-0"
10'-0" 10'-0"
28'-6"
10'-0"
3 CY
4 CY
4 CY
4 CY
2 CY
2 CY
2 CY
2 CY
4 CY
4 CY
3 CY
3 CY
3 CY
3 CY
3 CY
4 CY 4 CY
4 CY
4 CY ALVES DRIVE
NORTH DE ANZA BOULEVARD
BANDLEY DRIVE FF 237.20 FF 235.88 LOW PT TC 235.0 FS 234.5 NEW 18" INV 228.00 IN 65'~18" PVC @S=0.3% SDCB RIM INV 228.2 SDCB 268'~18"PVC@S=0.3% RIM 236.6 18"INV 229.0THRU PUMP SDCO CAP 236.1 SDCB RIM 236.7 4" INV 233.5 IN 134'~18"PVC@S=0.3% SDCB RIM 236.6 4"INV 233.4 IN 43'~18"PVC @S=0.3% 39'~18"PVC @S=0.3% SDCB RIM 236.6 18" INV 229.6 THRU 115'~18"PVC
@S=0.3% SDMH RIM 236.6 18"INV 229.9THRU 38'~18"PVC @S=0.3% SDCB RIM 236.6 SDMH RIM 238.0 INV 230.4 110'~18"PVC @S=0.3% SDMH RIM 236.3 INV 232.6 4" INV 233.6 OUT 39'~4"PERF @S=0.5% 18"INV 229.5 THRU 34'~4"PERF @S=0.5% SDCO CAP 236.2 4" INV 233.7 OUT 18" INV 229.3 THRU 99'~4"PERF @S=0.5% 4" INV 233.6 OUT 4" INV 233.1 IN SDCB RIM INV 229.2 35'~18"PVC@S=0.5%
59'~18"PVC @S=0.5%
70'~18"PVC@S=0.5% SDCB RIM INV 228.8 SDCB RIM INV 228.6 41'~4"PERF @S=0.5% 9'~4"PERF @S=0.5% 9'~4"PERF @S=0.5% 4"INV 233.5IN SDCO CAP 236.1 4" INV 233.6 OUT SDCO CAP 236.1 4" INV 233.6 OUT SDCO CAP 236.1 4" INV 233.6 OUT 18"INV 230.0THRU 4"INV 233.4IN SDCB RIM 235.78 INV 231.9 SDCB RIM 235.3 INV 231.8 29'~10"PVC@S=0.5% SDCB RIM 235.8 INV 231.6 27'~10"PVC @S=0.5% 116'~10"PVC@S=0.5% SDCB RIM 237.5 INV 234.8 TRENCH DRAIN SDCBSDCB SDCB SDCB SDCB TRENCH DRAIN BUBBLE UP BUBBLE UP SDCB RIM INV 228.5 SDCB RIM INV 228.3 SSMH SSMH SSMH SSMH SSMH SSCO GREASE TRAP GREASE TRAP GREASE TRAP GREASE TRAP GREASE TRAP 10" PVC SS @ S=0.5% 10" PVC SS @ S=0.5% 10" PVC SS @ S=0.5%
10" PVC SS @ S=0.5%
8" WATER FIRE SERVICE
3" DOMESTIC WATER
6" DOMESTIC WATER
8" WATER FIRE SERVICE
ss
ss
ss
ss
ss
ss ss ss ss ss
ss
ss
ss
10" PVC SS @ S=0.5%
8" WATER SERVICE
(N)FH
(N)FDC
(N)BACKFLOW PREVENTER (N)FDC
(N)BACKFLOW PREVENTER (N)FH
(N)FH
8" WATER SERVICE
(N)FH (N)FH
(N)FH ss ss ss 10" PVC SS @ S=0.5%
8" WATER SERVICE X ALVES DRIVE
NORTH DE ANZA BOULEVARD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD pp pp pp
pp
pp
pp
pp
pp
SD SD SD SD SD SD SD
SD
SD
SD JOB NO.1250.001 DATE De Anza Venture, LLC MARINA PLAZA C4.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 07-27-22 -20 0 20 40 60 SCALE IN FEET 1" = 20' (Symbol Size May Vary) LEGEND: PROPOSED Storm Drain Storm Drain Catch Basin(SDCB) Storm Drain Manhole(SDMH) Sanitary Sewer Sanitary Sewer Manhole(SSMH) Water Line Water Meter (WM) Fire Hydrant (FH) 8"SS
8"W
10"SS S T E V E N S C R E E K B O U L E V A R D
18" SD
12" SD
8" SD 10" SD
8" SD
10" SD
22'-6" 22'-6"
10'-0"
4 CY
4 CY
4 CY 4 CY 4 CY 4 CY
NORTH DE ANZA BOULEVARD STEVENS CREEK BOULEVARD
241'~18"PVC@S=0.3% SDMH RIM 241.1 INV 231.11SDCB RIM 241.8 SDMH RIM 239.3 INV 231.8 SDCB RIM 237.0 SDMH 4" INV 233.8 IN RIM 237.6 INV 232.2 145'~18"PVC@S=0.3% SDCO CAP 236.5 SDMH RIM 239.0 INV 231.9 35'~18"PVC@S=0.3% 247'~18"PVC@S=0.3% INV 234.0 SDCB RIM 237.9 4" INV 234.8 IN SDCO CAP 237.4 INV 234.9 38'~4" PERF @S=0.5% 10" INV 233.8 OUT
22'~4" PERF
@S=0.5% 10" INV 232.0 OUT SDCB RIM 239.3 INV 235.5 220'~18"PVC @S=0.3% RIM 237.5 INV 234.8 SDCB RIM 237.5 INV 232.4 45'~12"PVC@S=0.5%INV 231.14 SSMH SSMH SSCO GREASE TRAP
10" PVC SS @ S=0.5%
10" PVC SS @ S=0.5%
ss ss ss
ss
8" WATER SERVICE
(N)FH
(N)FH
(N)FH
(N)FDC
(N)BACKFLOW PREVENTER ss ss 10" PVC SS @ S=0.5% 8" WATER SERVICE ss ss SSCO SSMH 10" PVC SS @ S=0.5%
NORTH DE ANZA BOULEVARD
SD
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SD
SD SD SD
pp
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SD
SD JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C4.1 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS-20 0 20 40 60 SCALE IN FEET 1" = 20' (Symbol Size May Vary) LEGEND: PROPOSED Storm Drain Storm Drain Catch Basin(SDCB) Storm Drain Manhole(SDMH) Sanitary Sewer Sanitary Sewer Manhole(SSMH) Water Line Water Meter (WM) Fire Hydrant (FH) 1 2 9/27/22
CUPERTINO, CALIFORNIA NEW BUSINESS MARINA PLAZA
JOINT TRENCH TITLE SHEET N.T.S. JT-1
1 N SCALE: PM: PG&E QUALIFIED DESIGNER: DRAWN BY: PROJ. NO: SHEET: OF:
CALIFORNIA LAST UPDATED: DRAWING NO:
REVISION DELTA NO: DATE:
P A R T N E R S
7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114
UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN
Vizion Utility
NEW BUSINESS
3 J. CAZARES T. NGUYEN 21-150
CUPERTINO
MARINA PLAZA
BAY PACIFIC PROPERTIES 07-25-2022 DATE OF SIGNATURE ----- ’ ···················· JOINT TRENCH NOTES & DETAILS N.T.S. JT-22 SCALE: PM: PG&E QUALIFIED DESIGNER: DRAWN BY: PROJ. NO: SHEET: OF:
CALIFORNIA LAST UPDATED: DRAWING NO:
REVISION DELTA NO: DATE:
P A R T N E R S
7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114
UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN
Vizion Utility
NEW BUSINESS 3 J. CAZARES T. NGUYEN 21-150
CUPERTINO
MARINA PLAZA
BAY PACIFIC PROPERTIES 07-25-2022 DATE OF SIGNATURE -----
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
10"SS 10"SS 10"SS 8"SS
10"SS
12"W 12"W
6"W 6"W 6"W 8"W 8"W 8"W 8"W4"W 4"GAS
10"SS 10"SS
24" SD 24" SD 12" SD
18"SD 12" SD
24" SD 36" SD
24" SD
15" SD15" SD
10" SD 10" SD
18" SD
12" SD 8" SD
10" SD
8" SD
12" SD
8" SD 10" SD
12" SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD SD
SD
SD
pp pp
pp pp pp pp
pp pp pp
pp
ppSD
SD
SD
SD
SD
SD
SD
SD SD
JOINT TRENCH INTENT 1" = 40' JT-3
3 N SCALE: PM: PG&E QUALIFIED DESIGNER: DRAWN BY: PROJ. NO: SHEET: OF:
CALIFORNIA LAST UPDATED: DRAWING NO:
REVISION DELTA NO: DATE:
P A R T N E R S
7901 STONERIDGE DRIVE, Suite 200 | PLEASANTON, CA 94588 Tel (925) 682-1114
UTILITY ENGINEERS, CONSULTANTS & STREETLIGHT DESIGN
Vizion Utility
NEW BUSINESS
3 J. CAZARES T. NGUYEN 21-150
CUPERTINO
MARINA PLAZA
BAY PACIFIC PROPERTIES 07-25-2022 DATE OF SIGNATURE ----- LEGEND
PEDESTRIAN POLE LIGHT, TYP
DECOMPOSED GRANITE SEATING AREA, TYP
BIKE RACKS, TYP
(BUILDING A 20 STALLS, BUILDING B 24 STALLS, BUILDING C 14
STALLS)
TRANSFORMER WITH SCREENING, TYP
TREE IN PRECAST PLANTER OVER STRUCTURE, TYP
RAMP
RETAIL TERRACE
ENTRY STAIRS, TYP
COMMUNITY PLAZA
SLOPED PLANTING & AMPHITHEATER SEATWALLS
PRECAST PLANTER, TYP
CROSSWALK, TYP
ARBOR, TYP
STORMWATER PLANTING, TYP
SEATWALL, TYP
PRECAST CONCRETE PAVERS, TYP
TRIO TRASH RECEPTACLE WITH RECYCLE, COMPOST & TRASH;
ENCLOSED CIGARETTE URN;
TYP OF 3
PERMEABLE GRAVEL BLOCK PAVERS, TYP
TREE WELLS PER CITY STANDARD, TYP
PLANTING STRIP
CONCRETE PAVING, TYP
PERMEABLE CONCRETE PAVING
PAVERS, PER CITY STANDARDS
4 4
4 3
3 2
2 15
5 5
6 6
7 7
7 8
8 9
9 11
11 11
10 10 12
12 13
13 14
14 14
14 1
15 16
17 3 15
3 6
8 14
16 17
17 17
3 18
18 18
19 19
20 21
22 22
23 23
20 21
21 21
LEGEND
RAISED PLANTER, TYP
OUTDOOR KITCHEN WITH BBQ & SINK; BUILDING A (1), BUILDING B (2), BUILDING C (1)
BOCCE COURT
FIRE PIT
WATER FEATURE
PRECAST PLANTER, TYP
STRING LIGHTING, TYP
4 4
3 3
2 2
2 2
1 1
1 1 5
5 6
6 6
6 7
7 LEGEND
PRECAST PLANTER, TYP
2 TREE IN PRECAST PLANTER
1 2
1 LEGEND
GREENROOF PLANTING, TYP
FIRE PIT
PRECAST PLANTER, TYP
4 TREE IN PRECAST PLANTER, TYP
4 4
3 3
3 2
2 2
1 1
1 1
10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-2022
10118 Bandley Dr. #E
Cupertino, CA 95014
408-216-0804
JOB NO.
DATE
De Anza Venture, LLC
MARINA PLAZA
Tectonic Architects & Associates
N PRECEDENT & MATERIAL
IMAGES
L2.01
SELECT RECYCLING SYSTEM - OUTDOOR LITTER RECEPTACLE
WITH RECYCLE, COMPOST & TRASH
MANUFACTURER: LANDSCAPE FORMS
HUMO ASH URN
MANUFACTURER: LANDSCAPE FORMS
Product Data Sheet
Select
1 Revised December 30, 2019 | Landscape Forms Inc. | 800.521.2546 | F 269.381.3455 | 7800 E. Michigan Ave., Kalamazoo, MI 49048 Extremely versatile, Select is a modular system of steel recycling units created by industrial designer Brian Kane. Engineered and built for outdoor use the well-proportioned elements are entirely at ease indoors as well. Heavy steel construction and 25-gallon capacity make them stronger, more resilient and more capacious than the competition.
Hidden hinges and handles, flanged doors, and cast aluminum trim rings lend an unusually refined appearance.
Receptacle
• Select units are fabricated with sheet steel bodies and cast iron bases.
• Units may be specified as single, double or triple.
• Receptacle top is solid to keep contents dry.
• Body and doors may be specified as all solid, all perforated or a combination of solid and perforated.
• Multi-use, slot or 5" diameter opening available on all units. • Select can be ordered with custom signage and optional locks. • Trim rings and signage plates are cast aluminum and powdercoated. • Adjustable glldes and a black polyethylene liner ship with each unit. • Select ships fully assembled.
Finishes
• Metal is finished with Landscape Forms’ proprietary Pangard II® polyester powercoat, a hard yet flexible finish that resists rusting, chipping, peeling and fading.
• See standard color chart.
• A wide array of optional colors may be specified for an upcharge.
To Specify
• Specify Select recycling system, choose single, double or triple unit. • Specify body and doors as all solid, all perforated or combination of solid and perforated.
• When specifying combination, provide solid or perforated choice for the body and for each door.
• Specify opening style(s): multi-use, newspaper slot or 5" diameter hole.
• Specify powdercoat color(s) for body, door, opening trim and signage plates.
• Specify standard or custom signage wording and with or without lock for each door.
• Visit “Select Recycling System” on landscapeforms.com for standard signage wording choices.
Designed by Brian Kane
Select Recycling System is protected by U.S. Patent Nos. D652,599 Visit our landscapeforms.com for more information. Specifications are subject to change without notice. Landscape Forms supports the Landscape Architecture Foundation at the Second Century level. ©2019 Landscape Forms, Inc. Printed in U.S.A.
Style Depth Width Height Product
Weight
1 17" 17" 42" 113 lb
2 17" 34" 42" 194 lb
3 17" 51" 42" 273 lb
The strong roto-molded polyethylene 25-gallon liner has a chunky lip that supports the liner handle and prevents tearing.
A durable custom engineered stainless steel
hinge supports the flanged steel door and
swings it outward in a wide arc. Tested for years
of opening/ closing as well as downward pressure when opened.
An optional cam lock is positioned at the top
front of the unit between the badge and the rim
of the opening.
Leveling glides are readily accessible and adjustable with a screwdriver; no need to lift or reach under the unit.
Product Data Sheet
Strong, high capacity, easy to maintain. A stainless steel urban ashtray that’s stately but not ostentatious.
HUMO
STYLE DEPTH WIDTH HEIGHT PRODUCT
WEIGHT
Ash Urn 5" n/a 36" 23 lb
page 1 of 1
Ash Urn
• Capacity: 1.25 gallon
• Ash urn comes in a stainless steel brushed finish.
• Ash urn must be surface mounted.
• Base plate made of a 3/4” thick carbon steel.
Finishes
• Stainless steel brushed finish.
Designed by Santa & Cole
Landscape Forms, Inc. | 800.521.2546 | F 269.381.3455 | 7800 E. Michigan Ave., Kalamazoo, MI 49048 Visit our landscapeforms.com for more information. Specifications are subject to change without notice.
Landscape Forms supports the Landscape Architecture Foundation at the Second Century level. ©2016 Landscape Forms, Inc. Printed in U.S.A.
Directional signs at Cupertino Civic Center point toward Cupertino’s Sister Cities, marking the importance of Sister City relationships.
“MORION” - CUPERTINO CIVIC CENTER CUPERTINO, CA
A replica of the sculpture is located in Sister City Toyokawa, Japan, gifted by the City of Cupertino.
“ENGAGE” - NINTEEN800 APARTMENTS CUPERTINO, CA - ARCHIE HELD
GLASS KOI FOUNTAIN
“WAVE SHIFT” - AC MARRIOTT HOTEL SUNNYVALE, CA - DAVID FRANKLIN BELLA VISTA PARK” - OAKLAND, CA - ERIC POWELL
“FOR PEACE” SENBAZURU (1,000 CRANES) - CUPERTINO, CA
PUBLIC ART NARRATIVE FOR MARINA PLAZA - A JUNCTION OF ART AND CULTURE
OVERVIEW
To satisfy the project’s Public Art Requirement and to celebrate Cupertino’s diverse cultural heritage, Marina Plaza proposes to develop an art experience in collaboration with Cupertino’s Sister Cities. Art is proposed throughout the site, at a range of scales suitable to their location. Where art is placed within the projet on private streets or plazas, a Public Access Easement will be recorded to ensure the public will be able to view and engage with the art.
BACKGROUND
Connections from around the world have been key to Cupertino’s success: Many Cupertino residents are first-generation Americans and local businesses design and/or produce products that are distributed around the world. Establishing Sister City (and Friendship City) partnerships with the international community celebrates and enhances international diversity, diplomacy, cooperation, and friendship. A Sister City relationship is a formal City agreement that may include cultural, educational, business, and technical exchanges. Once established, volunteers nurture connections, which may include visits by civic and business leaders, student exchange programs, and cultural events. Cupertino has four Sister Cities: Copertino, Italy, formalized in 1963; Toyokawa, Japan, formalized in 1978; Hsinchu, Taiwan, formalized in 2007; and Bhubaneswar, India, formalized in 2012.
CONCEPT
Establishing Marina Plaza as a Junction of Art and Culture will enhance Cupertino’s Sister City cultural exchange and expose residents and visitors to the diverse symbols, art forms, and plant materials that are found in these Cities. Through the figurative and literal cross-pollination, an art experience will be developed for the site. A collaborative approach between the project’s ownership group, design team, City Fine Arts Commission, and representatives of each Sister City will be used to work hand in hand in creating a series of art and cultural installations around the site. Some initial ideas for the expression of art and culture to create a connection to Cupertino, Copertino, Toyokawa, Hsinchu, and Bhubaneswar may include:
Bringing awareness to Copertino through sculpture or mural highlighting the De Anza party. Perhaps a large-scale map in the paving or wall tiles(s) could reflect the work of the cartographer who accompanied the party and/or their journey through the region. Copertino also has a Mediterranean climate similar to Cupertino, so there is a wide variety of plant species that could be used throughout the site, some of which have already been included in the plant palette, such as Olive Trees, Strawberry Trees, Rosemary, Carob Trees, Fig Trees, or even grapes could be used.
Connection to Toyokawa may be through plants, such as using small ornamental Cherry Trees through the site in the large pots along the parking and driveway. In the Spring, the profuse blooms would be a site to see and experience. Or the use of Bamboo in the residential courtyards and Japanese Maples in locations to provide color and texture.
Hsinchu is famous for the glass artwork. A recently completed project at Temple Plaza at the City Center, a citizens’ gathering place, includes a koi pond with glass koi fish floating above the water. Perhaps a similar installation here at Marina Plaza would be a unique reference: glass fish or other animals floating over a sea of low grasses would be a beautiful, low maintenance art installation.
Bhubaneswar is known as the Temple City, having over 700 temples in the region. Most are in the traditional Kalinga architecture, adorned with sculptures and spires. One might imagine a series of 7 benches cast with forms found on these temples, reflecting the rich cultural history dating back to the 2nd Century BCE. This would provide a an interesting educational experience as one explores Marina Plaza, looking for all 7 unique benches.
IMPLEMENTATION
The above ideas are just some initial suggestions of using sculpture, unique site furnishings, murals, and regionally appropriate plant species imported from or found in the Sister Cities to create a sense of place as visitors and residents stroll through the pedestrian friendly spaces found at Marina Plaza. The ownership and design team for Marina Plaza will work with the Cupertino Fine Arts Commission, in a standard process following project approvals, to further devleop the art concept, identify artists, work with selected artists to fabricate the art, and provide the City with a final art plan for reivew and approval.
PEDESTRIAN SCALE ART
Proposed metal, acyrlic or
similar, along internal streets
or at project perimeter.
Estimated size: 2’ - 6’ tall
LARGE SCALE ART
Proposed metal sculpture
at/near project corners.
Estimated Size: 8’ - 15’ tall
10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-2022
10118 Bandley Dr. #E
Cupertino, CA 95014
408-216-0804
JOB NO.
DATE
De Anza Venture, LLC
MARINA PLAZA
Tectonic Architects & Associates
N
PRELIMINARY PLANT
PALETTE
L2.03
STREET TREES
TREES
QUERCUS AGRIFOLIA
PYRUS CALLERYANA TRISTANIA CONFERTA
‘CHANTECLEER’
CERCIS CANADIENSIS OLEA EUROPEA PLANTANUS X ACERIFOLIA
‘BLOODGOOD’
ACER PALMATUM GINKGO BILOBA ‘FAIRMOUNT’ FAGUS SYLVATICA LAGERSTROEMIA
TUSCARORA
PISTACIA CHINENSIS
SHRUBS, PERENNIALS & GRASSES
ACACIA COGNATA ‘COUSIN ITT’ AGAVE ‘NOVA’
MUHLENBERGIA RIGENS CALAMAGROSTIS ‘KARL FOERSTER’ LOMANDRA LONGIFLORA ‘BREEZE’ ANIGOZANTHOS SPP. ARCTOSTAPHYLOS SPP. BERBERIS SPP.
LIMONIUM PEREZII
HELICHTOTRICHON SEMPERVIRENS LAVANDULA ‘MUNSTEAD’ MIMULUS AURANTIACUS LOMANDRA LONGIFOLIA ‘BREEZE’ PHORMIUM POLYSTICHUM CALIFORNICA RHAMNUS CALIFORNICA RIBES CALIFORNICA GLUTINOSUM ASPARAGUS ‘MYERS’ DIETES BICOLOR
SEDUM SPP. SENECIO MANDRALISCAE
LEUCADENDRON ‘JESTER’
LOROPETALUM ‘BLUSH’ RHAMNUS ‘MOUND SAN BRUNO’
G R O U N D C O V E R S STORMWATER
ACHILLEA MILLEFOLIUM ‘PAPRIKA’ ARCTOSTAPHYLOS ‘EMERALD CARPER CEANOTHUS ‘ANCHOR BAY’ CAREX TUMULICOLA CHONDROPETALUM ELEPHANTINUM IRIS DOUGLASIANA JUNCUS ‘ELK BLUE’
96-GAL
96-GAL
10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-2022
10118 Bandley Dr. #E
Cupertino, CA 95014
408-216-0804
JOB NO.
DATE
De Anza Venture, LLC
MARINA PLAZA
Tectonic Architects & Associates
N PRELIMINARY PLANTING
PLAN - 3RD FLOOR
L3.03
BUILDING A
BUILDING B
BUILDING C
10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-2022
10118 Bandley Dr. #E
Cupertino, CA 95014
408-216-0804
JOB NO.
DATE
De Anza Venture, LLC
MARINA PLAZA
Tectonic Architects & Associates
N PRELIMINARY PLANTING
PLAN - ROOF DECK
L3.04
1 2
53 6
7 8
9 13
12 11
10 14 15
16 17
18 19
20 21
22 23 24
25 26
27 28
32 31
30 33
34 35
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38 39
40 41 42
44 43
45 46 47
49 50
51 52
54 53
55 56
58 59
60 63
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65 64
66 67 68 69
70 71
72 X 101
102
10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 9-27-2022
10118 Bandley Dr. #E
Cupertino, CA 95014
408-216-0804
JOB NO.
DATE
De Anza Venture, LLC
MARINA PLAZA
Tectonic Architects & Associates
N TREE SURVEY
L3.05
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W
8"W 8"W
4"W
4"GAS
10"SS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y S T E V E N S C R E E K B O U L E V A R D D R I V E 12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 18" SD
12" SD
8" SD 10" SD 8" SD
12" SD
8" SD
10" SD 12" SD
N O R T H D E A N Z A B O U L E V A R D A L V E S D R I V E 10"SS 10"SS 8"SS 10"SS 10"SS 12"W
12"W 6"W 6"W 6"W
8"W
8"W
8"W 8"W
4"W
4"GAS
10"SS
10"SS 24" SD 24" SD
12" SD
18"SD
B R A N D L E Y S T E V E N S C R E E K B O U L E V A R D D R I V E 12" SD 24" SD
36" SD 24" SD 15" SD
15" SD 10" SD 10" SD 18" SD
12" SD
8" SD 10" SD 8" SD
12" SD
8" SD
10" SD 12" SD N89°58'56"E 463.36' S89°55'27"W 143.86'
N00°04'33"W 190.00' S89°55'27"W 50.00' APN 326-34-044
DE ANZA BLVD. STEVENS CREEK BLVD.
BANDLEY DR. ALVES DR. APN 326-34-074 APN 326-34-071 LANDS OF JPMORGAN CHASE LANDS OF SAICH JOHN M (TE) LANDS OF CALIFORNIA BANKLANDS OF WATERDRAGON 289 LLC EX.50' IEE TO
BE REMOVED
S00°04'33"E 75.00'
S00°04'33"E 397.00' APN 326-34-067 LANDS OF TAMBELLINI DEANZA PROPERTIES LLC N00°04'33"W 128.00' S89°55'27"W 31.50 N89°55'27"E 16.40' APN 326-34-065 LANDS OF BERG CARL EN56°38'52"W N00°04'33"W
31.28'
68.50'
S00°06'48"E 217.63'
S00°01'04"E 57.41' S89°55'27"W 205.00' C1
C2 C3 S89°55'27"W 119.80'
N00°04'33"W 85.00' EX.10' P.S.E. 0507-O.R.-656 TO BE REMOVED EX. 10' P.S.E. 0507-O.R.-656 TO BE REMOVED EX. 14.5' PRIVATE DRIVEWAY EASEMENT TO BE REMOVED EX. 10' SANITARY SEWER EASEMENT TO BE REMOVED EX. 25' P.S.E., P.S.S.E., & PRIVATE DRIVEWAY EASEMENT TO BE REMOVED EX. 10' SANITARY SEWER EASEMENT TO BE REMOVED EX.10' SANITARY SEWER EASEMENT TO BE REMOVED 10' SANITARY SEWER EASEMENT TO BE REMOVED EX. 14.5' PRIVATE DRIVEWAY EASEMENT TO BE REMOVEDEX. PRIVATE DRIVEWAY EASEMENT TO BE REMOVED EX. LOT LINE TO
BE REMOVED
EX. LOT LINE TO
BE REMOVED APN 326-34-064 30'
30' 60'
45' FOUND MONUMENT N89° 58' 56.00"E BASIS OF BEARING 463.000 FOUND MONUMENT FOUND MONUMENT N89°58'56"E EX. 10' SANITARY SEWER EASEMENT TO BE REMOVED EX. 26' INGRESS AND EGRESS EASEMENT TO REMAIN EX. 26' INGRESS AND EGRESS EASEMENT TO REMAIN EX. 34.41' INGRESS AND EGRESS EASEMENT TO REMAIN QUITCLAIM #____________ QUITCLAIM #____________ QUITCLAIM #____________ QUITCLAIM #____________ QUITCLAIM #____________
QUITCLAIM #____________
QUITCLAIM #____________ QUITCLAIM #____________
QUITCLAIM #____________
QUITCLAIM #____________
QUITCLAIM #____________ EX.26' IEE JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA TM1.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS VESTING TENTATIVE MAP -40 0 40 80 120 SCALE IN FEET 1" = 40' PROPERTY LINE EXISTING PROPOSED LEGEND EASEMENT CURVE DATA CURVE NO. LENGTH RADIUS DELTA C1 163.07' 280.00' 33°22'10" C2 31.42' 20.00' 90°00'00" C3 47.07' 30.00' 89°54'16" IEE INGRESS EGRESS EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SERVICE EASEMENT ABBREVIATION EX EXISTING EXISTING EASEMENTS BASIS OF BEARINGS BENCHMARK LEGAL DESCRIPTION FOR CONDOMINIUM PURPOSES 12 9/27/22 DE ANZA BLVD. STEVENS CREEK BLVD.
BANDLEY DR. ALVES DR. 13' IEE
26' IEE 26' IEE 27'-6"
22'-6"
10'-0" 22'-6" 10'-0"
10'-0"
3 CY
4 CY
4 CY
4 CY
2 CY
2 CY
2 CY
2 CY
4 CY
4 CY
3 CY
3 CY
3 CY
3 CY
3 CY
4 CY 4 CY
4 CY
4 CY 4 CY 4 CY 4 CY 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK 5' PARK STRIP 5' SIDEWALK PUE EVAE EVAE
PUE EVAE PUE 26' IEE EVAE PUE
26' IEE
EVAE
PUE
21' PUE 26' IEE EVAE PUE 13' IEE EVAE PUE 24' IEE EVAE PUE 26' IEE EVAE PUE 26' IEE EVAE PUE 13.4' PUE 10' PUE PROPOSED 6' STREET DEDICATION PROPOSED PARCEL 1 TOTAL 220,145 +/- SF 10' DEDICATION 11' SIDEWALK EASEMENT SSE SSE SSE 28.8' BUILDING A CONTAINING 56 FOR-SALE CONDOMINIUMS 9,347 SQFT RETAIL/RESTAURANT BUILDING B CONTAINING 86 FOR-SALE CONDOMINIUMS 22,802 SQFT RETAIL/RESTAURANT BUILDING C CONTAINING 64 FOR-SALE CONDOMINIUMS 9,440 SQFT RETAIL/RESTAURANT FOUND MONUMENT FOUND MONUMENT FOUND MONUMENT BASIS OF BEARING N89°58'56"E N89°58'56"E 463.36' S89°55'27"W 143.86' N00°04'33"W 190.00' S89°55'27"W 50.00'
S00°04'33"E 75.00'
S00°04'33"E 397.00'
N00°04'33"W 128.00' S89°55'27"W 31.50 N89°55'27"E 16.40' N56°38'52"W N00°04'33"W
31.28'
68.50'
S00°06'48"E 217.63'
S00°01'04"E 57.41' S89°55'27"W 205.00' C1
C2 C3 S89°55'27"W 119.80'
N00°04'33"W 85.00' 10' SSE
SSE
SSE EX. 34.41' INGRESS AND EGRESS EASEMENT 300+/- SF 2,410+/- SF 10' SSE 38' PUE & SSE JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA TM 2.0 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS -40 0 40 80 120 SCALE IN FEET 1" = 40' PROPERTY LINE EXISTING PROPOSED LEGEND EASEMENT VESTING TENTATIVE MAP IEE INGRESS EGRESS EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT PSE PUBLIC SERVICE EASEMENT ABBREVIATION EX EXISTING PROPOSED EASEMENTS BASIS OF BEARINGS BENCHMARK LEGAL DESCRIPTION LOT LINE SSE SANITARY SEWER EASEMENT FOR CONDOMINIUM PURPOSES CURVE DATA CURVE NO. LENGTH RADIUS DELTA C1 163.07' 280.00' 33°22'10" C2 31.42' 20.00' 90°00'00" C3 47.07' 30.00' 89°54'16" 12 9/27/22
FIRE AERIAL ACCESS
26'-0" 26'-0"
24'-0" 26'-0"
37'-5"
26'-0" 26'-0" R62'-0" R36'-0"
26'-0" R60'-0" R34'-0" R60'-0" 26'-0"
17'-7"35'-0" 29'-0"
50'-0" 6'-0"
FIRE AERIAL ACCESS FIRE AERIAL ACCESS (E) FH (E) FH (E) FH(E) FH (E) FH (E) FH (N) FH (N) FH(N) FH (N) FH (N) FDC (N) FDC (N) FDC 6'-0" (N) FH (N) FH
27'-8" 6'-0"
20'-0"
26'-0"
100' < 150' 50'-0"70'< 150'
R42'-0" 22'-0" 20' CLEARR42'-0" R20'-0" R42'-0"
R20'-0"
R20'-0"
R42'-0"
SEE LANDSCAPE DWG FOR SURFACE DETAIL SEE LANDSCAPE DWG FOR SURFACE DETAIL (N) FH (N) FH SIGNAGE FOR STOP AND DO NOT ENTER STOP BAR BUILDING B RETAIL TRASH TR0.7 BUILDING C RETAIL TRASH TR0.8 22'-6"
10'-0" 28'-6" 20'-0" 3CY COMPACT CONTAINER 4CY COMPACTED BIN 2CY COMPACTED BIN 2CY COMPACTED BIN 4CY COMPACTED BIN 2CY COMPACTED BIN 20'-0" 39'-3" 55'-1"37'-1"
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader
35ft Front End Loader CENTRAL TRASH STAGING TR0.9 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BANDLEY DRIVE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD
SD
pp pp
pp pp pp pp pp pp pp pp SD
SD SD
SD
SD
SD
SD SD SD SD SD SD
ALVES DRIVE NORTH DE ANZA BOULEVARD NORTH DE ANZA BOULEVARD 26'-0" 10'-0"
7'-11"
7'-1" 14'-3 1/2"
8'-0"
8'-0" 14'-8" BIN PATH OF TRAVEL BUILDING A RETAIL TRASH ROOM TR0.4 2CY COMPACTED WASTE BUILDING A RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 1 1 TOTAL 34 0 1 0 0 0 2CY COMPACTED RECYCLING 64G LOOSE COMPOST 3CY LOOSE WASTE BUILDING A COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 2 1 TOTAL 2 3 1 1.5CY LOOSE COMPOST 3CY LOOSE RECYCLING 2 1 2 2CY COMPACTED WASTE BUILDING B RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 2 2 TOTAL 44 0 2 0 2 0 2CY COMPACTED RECYCLING 64G LOOSE COMPOST BUILDING B COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 11 TOTAL 2 2 1 2 1 3 2CY COMPACTED COMPOST 4CY COMPACTED RECYCLING 2 1 2 4CY COMPACTED WASTE 1 2 1 3CY COMPACTED WASTE BUILDING C RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 1 1 TOTAL 34 1 3CY COMPACTED RECYCLING 64G LOOSE COMPOST BUILDING C COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 11 TOTAL 2 1 1 1 2 2CY LOOSE COMPOST 4CY COMPACTED RECYCLING 1 11 4CY COMPACTED WASTE 1 1 0 0 2 0 0 0 0 1 35ft Front End Loader Overall Length 35.000ft Overall Width 8.330ft Overall Body Height 1.400ft Min Body Ground Clearance 1.400ft Track Width 8.000ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 32.000ft NOTES: 1. SEE CIVIL DRAWINGS C4.3 TRASH CAPTURE DETAILS FOR TRASH CAPTURE DEVICE. 2 er 2 STAGING TRUCK CIRCULATION SCALE: 1/32" = 1'-0" N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png R 35'-0"
35'-0" 35'-0" 27'-0"
27'-0" 10'-0" 22'-6"
22'-6"
10'-0"
35'-0"
41'-4" 89'-3 31/32" 89'-4" T3 1,594SF
M2
1,111SF O1-2
1,255SF 96-GAL 96-GAL
N1
1,477SF G4
1,112SF
G4
1,112SF K1 1,055SF K1 1,055SF
1,649SF
T1 K1-a 1,018SF J21,419SF J21,419SF J21,419SF J21,419SF R1 1,646 SF R1-1 1,646 SF 25' CEILING HEIGHT FOR TRASH PICKUP SERVICE Xref .\Shaft\ELEV-TYP.dwg Q1 1,141SF Q1 1,141SF S1 1,886SF 1,454SF
P1 T1 1,649SF T1 1,649SF
1,649SF
T1
1,649SF
T1
A4
780SF
780SF
A4
1,480 SF
X1
A4
780SF
780SF
A4 W C W C R W C R WCR BUILDING B WEST RESIDENTIAL TRASH VESTIBULE TR0.6 BUILDING A RESIDENTIAL TRASH VESTIBULE TR0.4 BUILDING C RESIDENTIAL TRASH VESTIBULE TR0.8 BUILDING B EAST RESIDENTIAL TRASH VESTIBULE TR0.5 W R C W C R W C R WCR BUILDING B WEST RESIDENTIAL TRASH VESTIBULE TR0.6 BUILDING A RESIDENTIAL TRASH VESTIBULE TR0.4 BUILDING B EAST RESIDENTIAL TRASH VESTIBULE TR0.5 BULK COLLECTION EX: LARGE CARDBOARD BULK COLLECTION EX: LARGE CARDBOARD BULK COLLECTION EX: LARGE CARDBOARD BULK COLLECTION EX: LARGE CARDBOARD LEVEL 1 PLAN SCALE: 1/32" = 1'-0" N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png EVEVEVEVEVEVEVEV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL EV EV EV RTL RTL RTL EV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL EVEV RTL EV EV EV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL BUILDING B WEST RESIDENTIAL TRASH ROOM TR0.6 BUILDING A RESIDENTIAL TRASH ROOM TR0.4 EVEVEVEVEVEVEVEV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL EV EV EV RTL RTL RTL EV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL EVEV RTL EV EV EV RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL RTL BUILDING B EAST RESIDENTIAL TRASH ROOM TR0.5 BUILDING C RESIDENTIAL TRASH ROOM TR0.8 24'-0" 24'-0" 24'-0" 24'-0"
24'-0" 24'-0"
25'-0"
24'-0"22'-0" LEVEL B1 PLAN SCALE: 1" = 20'-0" N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png HB PP 2CY COMPACTED WASTE RECYCLING OC F.D 2CY COMPACTED SPARE BIN 2CY COMPACTED WASTE RECYCLING 64 GAL. 64 GAL. 64 GAL. 64 GAL. PP MCP MCP MCP WASTE CADDY HB PP 2CY COMPACTED WASTE RECYCLING OC F.D 2CY COMPACTED SPARE BIN 2CY COMPACTED WASTE RECYCLING 64 GAL. 64 GAL. 64 GAL. 64 GAL. PP MCP MCP MCP WASTE CADDY W R C BULK COLLECTION EX: LARGE CARDBOARD 70'
1.5CY LOOSE RECYCLING CONTAINER 2CY COMPACTED BIN F.D 2 209G GREASE TALLOW BIN 3CY LOOSE WASTE CONTAINER 3CY LOOSE WASTE CONTAINER 3CY LOOSE RECYCLING CONTAINER 3CY LOOSE RECYCLING CONTAINER 1.5CY LOOSE COMPOST CONTAINER 411 SF F.D HB 209G GREASE TALLOW BIN 2CY COMPACTED WASTE BUILDING A RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 1 1 TOTAL 34 0 1 0 0 0 2CY COMPACTED RECYCLING 64G LOOSE COMPOST 3CY LOOSE WASTE BUILDING A COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 2 1 TOTAL 2 3 1 1.5CY LOOSE COMPOST 3CY LOOSE RECYCLING 2 1 2 0 0 2 BUILDING A TRASH SCALE: AS SHOWN N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 3/8" = 1'-0" 1 LEVEL B1: BUILDING A RESIDENTIAL TRASH ROOM 1/2" = 1'-0" 3 LEVEL 1: BUILDING A UPPER FLOOR VESTIBULE 3/8" = 1'-0" 2 GROUND LEVEL: BUILDING A RETAIL TRASH ROOM 2CY COMPACTED WASTE F.D 64 GAL. 64 GAL. 64 GAL. 2CY COMPACTED RECYCLING HB PP MCP OC PP MCP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN 64 GAL. 64 GAL. 2CY COMPACTED WASTE F.D 64 GAL. 64 GAL. 64 GAL. 2CY COMPACTED RECYCLING HB PP MCP OC PP MCP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN 64 GAL. 64 GAL. W R C BULK COLLECTION EX: LARGE CARDBOARD 2CY COMPACTED WASTE BUILDING B RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 2 2 TOTAL 44 0 2 0 2 0 2CY COMPACTED RECYCLING 64G LOOSE COMPOST BUILDING B EAST RESIDENTIAL TRASH SCALE: AS SHOWN N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 3/8" = 1'-0" 1 LEVEL B1: BUILDING B EAST RESIDENTIAL TRASH ROOM 1/2" = 1'-0" 2 LEVEL 1: BUILDING B EAST UPPER FLOOR VESTIBULE 2CY COMPACTED WASTE 2CY COMPACTED RECYCLING 2CY COMPACTED SPARE BIN 64 GAL. 64 GAL. 64 GAL. 64 GAL. 64 GAL. F.D HB PP OC MCP PP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN 2CY COMPACTED WASTE 2CY COMPACTED RECYCLING 2CY COMPACTED SPARE BIN 64 GAL. 64 GAL. 64 GAL. 64 GAL. 64 GAL. F.D HB PP OC MCP PP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY 2CY COMPACTED SPARE BIN 2CY COMPACTED SPARE BIN W C R BULK COLLECTION EX: LARGE CARDBOARD 2CY COMPACTED WASTE BUILDING B RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 2 2 TOTAL 44 0 2 0 2 0 2CY COMPACTED RECYCLING 64G LOOSE COMPOST BUILDING B WEST RESIDENTIAL TRASH SCALE: AS SHOWN N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 3/8" = 1'-0" 1 LEVEL B1: BUILDING B WEST RESIDENTIAL TRASH ROOM 1/2" = 1'-0" 2 LEVEL 1: BUILDING B WEST UPPER FLOOR VESTIBULE 4CY COMPACTED WASTE 4CY COMPACTED RECYCLING 4CY COMPACTED SPARE BIN F.D 4CY COMPACTED SPARE BIN WASTE CADDY 647 SF 209G
GREASE
TALLOW BIN 4CY COMPACTED WASTE 4CY COMPACTED RECYCLING 4CY COMPACTED SPARE BIN 2CY COMPACTED COMPOST BIN F.D 4CY COMPACTED SPARE BIN WASTE CADDY 647 SF 209G
GREASE
TALLOW BIN BUILDING B COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 11 TOTAL 2 2 1 2 1 3 2CY COMPACTED COMPOST 4CY COMPACTED RECYCLING 2 1 2 4CY COMPACTED WASTE 1 2 1 BUILDING B RETAIL TRASH SCALE: AS SHOWN N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 3/8" = 1'-0" 1 GROUND LEVEL: BUILDING B RETAIL TRASH ROOM EV EV BUILDING C TRASH 64 GAL. 64 GAL. 64 GAL. 64 GAL. 3CY COMPACTED WASTE BIN 3CY COMPACTED RECYCLING BIN 3CY COMPACTED SPARE BIN HB PP OC PP MCP MCP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY F.D EV EV BUILDING C TRASH 64 GAL. 64 GAL. 64 GAL. 64 GAL. 3CY COMPACTED WASTE BIN 3CY COMPACTED RECYCLING BIN 3CY COMPACTED SPARE BIN HB PP OC PP MCP MCP MCP 6"W X 11.25"H CONCRETE WALL PROTECTION WASTE CADDY F.D 22'-0" 96-GAL 96-GAL WCR BULK COLLECTION EX: LARGE CARDBOARD 4CY COMPACTED WASTE 4CY COMPACTED RECYCLING F.DWASTE CADDY 209G GREASE TALLOW BIN 2CY LOOSE
COMPOST 6"W X 11.25"H CONCRETE WALL PROTECTION HB WASTE CADDY 741 SF 209G GREASE TALLOW BIN 3CY COMPACTED WASTE BUILDING C RESIDENTIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 1 1 TOTAL 34 1 3CY COMPACTED RECYCLING 64G LOOSE COMPOST BUILDING C COMMERCIAL PROJECTED COLLECTION SCHEDULE FRONT LOAD SERVICE M T W TH F S 11 TOTAL 2 1 1 1 2 2CY LOOSE COMPOST 4CY COMPACTED RECYCLING 1 11 4CY COMPACTED WASTE 1 1 0 0 0 0 1 BUILDING C TRASH SCALE: AS SHOWN N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 1/4" = 1'-0" 1 LEVEL B1: BUILDING C RESIDENTIAL TRASH ROOM 1/2" = 1'-0" 3 LEVEL 1: BUILDING C UPPER FLOOR VESTIBULE 1/4" = 1'-0" 2 GROUND LEVEL: BUILDING C RETAIL TRASH ROOM 26'-0" R62'-0"
R36'-0" (N) FH
70'< 150' WASTE STREAM RECYCLING STREAM 10'X20' BIN DROP OFF 10'-0" 28'-6" 20'-0"
3CY COMPACT CONTAINER
4CY COMPACTED
BIN
2CY COMPACTED
BIN
2CY COMPACTED
BIN
4CY COMPACTED
BIN
2CY COMPACTED
BIN 20'-0"
39'-3" 55'-1"37'-1"
35ft Front End Loader
X X X X X X X X X X X X X X X X X X X X X X X X SD
10'-0"
26'-0" R62'-0"
R36'-0" (N) FH
70'< 150' WASTE STREAM RECYCLING STREAM 10'X20' BIN DROP OFF 10'-0" 28'-6" 20'-0"
3CY COMPACT CONTAINER
4CY COMPACTED
BIN
2CY COMPACTED
BIN
2CY COMPACTED
BIN
4CY COMPACTED
BIN
2CY COMPACTED
BIN 20'-0"
39'-3" 55'-1"37'-1"
35ft Front End Loader 35ft Front End Loader
35ft Front End Loader SD
10'-0" STAGING PLAN
N 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 09-30-22 10118 Bandley Dr. #E Cupertino, CA 95014 408-216-0804 JOB NO. DATE De Anza Venture, LLC MARINA PLAZA D:\Dropbox\Marina_Development_Share\DWG\Blocks\Tectonic_Builders_Logo.png 3/16" = 1'-0" 2 FRONT LOAD TRUCK - EXITING 3/16" = 1'-0"
1 FRONT LOAD TRUCK - ENTERING
JOB NO. 2014.486 DATE De Anza Venture, LLC MARINA PLAZA C4.3 10145 DE ANZA BLVD. AND 10122 BANDLEY DR. CUPERTINO, CALIFORNIA 10-05-22 BY CITY DATE REVISIONS 12 9/27/22