A - Exh A - Project Plans — San Leandro City Council, November 18, 2024

GSPublisherVersion 0.0.100.99
A0.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

REVISION
Written dimensions on these drawings shall have
precedence over scaled dimensions. Contractor will
verify and be responsible for all dimensions and
conditions of the Project and the Architect must be
notified immediately of any variations from the
dimensions and conditions shown by these
drawings. These drawings and the ideas
represented by them are and shall remain the
property of the Architect and no part thereof shall
be used for any other than this project without the
written consent of the Architect.

PRODUCTION DATE
03813

NO DATE
125

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

PROJECT DATA

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
SW-0.0TM1TM2TM3

STORMWATER REQUIREMENTS CHECKLISTVESTING TENTATIVE PARCEL MAPPRELIMINARY GRADING, DRAINAGE AND UTILITY PLANPRELIMINARY STORM WATER CONTROL PLAN L-0.0L-1.0L-2.0L-3.0L-4.0

PRESCRIPTIVE PATH CHECKLISTSITE LAYOUT PLAN & NOTESHARDSCAPE DETAILSIRRIGATION DESIGN PLANPLANTING PLAN & NOTES Sheet IndexLayout IDA0.0A0.1A0.2A0.3A0.4A1.0A1.1A1.2A1.3A2.0A2.1A2.2A2.3A2.4A2.5A2.6A2.7A2.8A3.0A3.1A4.0A4.1A4.2A4.3A4.4 Layout NamePROJECT DATASETBACKS, VICINITY MAP, PRIVATE OPEN SPACESURVEYCAL GREEN CHECKLISTSITE PHOTOGRAPHSPROPOSED SITE PLANEXISTING SITE PLANSITE LIGHTING PLANAMENITIES PLANGROUND FLOOR PLANBUILDING A FIRST STORY PLANSBUILDING A SECOND STORY PLANSBUILDING A THIRD STORY PLANBUILDING A ROOF PLANBUILDING B FIRST STORY PLANBUILDING B SECOND STORY PLANBUILDING B THIRD STORY PLANBUILDING B ROOF PLANBUILDING A SECTIONSBUILDING B SECTIONSBUILDING A. SOUTH AND NORTH ELEVATIONEAST ELEVATIONBUILDING B. SOUTH AND NORTH ELEVATIONSWEST ELEVATIONFENCING PLAN & ELEVATIONS A7.0A8.0A8.1A8.2
SCHEDULES3D VIEWSBUILDING MATERIAL BOARDSITE MATERIAL BOARD

PROJECT LOCATION

PROJECT LOCATION MAP
2022 CA BUILDING CODE2022 CA MECHANICAL CODE2022 CA ELECTRICAL CODE2022 CA PLUMBING CODE2022 CA ENERGY CODE2022 CA GREEN BUILDING CODE2022 CA RESIDENTIAL CODE2022 CA FIRE CODE2022 SAN LEANDRO ZONING CODE OWNER: Shoonya LLC
33837 6th Street, E: [email protected] City, CA 94587 T: (505) 353-1173 ARCHITECT: Eloyan Architects Avik Eloyan
1032 Second st. #7 E: [email protected], CA 94549 T: (773)-504-7486 CIVIL ENGINEER: Sterling Consultants Dilip S. Kishnani
46560 Fremont Blvd, suite # 205 E: [email protected], CA 94538 T: (510) 344-3780 CONTRACTOR: TBD
ENERGY CONSULTANT Energy Consult LLC Igor Pichko, CEA
www.title24ez.com T: (424) 247-7658
LANDSCAPE ARCHITECT Aaron Reddick
T: (916) 260-5094E: [email protected]

ARCHITECTURE

DRAWING INDEX

PROJECT CONTACTS
(N) NEWNA NOT APPLICABLENIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEOVHD OVERHEADPERF PERFORATEDPERP PERPENDICULARPL PLATE, PROPERTY LINEPLAM PLASTIC LAMINATEPLYWD PLYWOODPROP PROPERTYPVC POLYVINYL CHLORIDEPVG PAVINGPVMT PAVEMENTPWR POWERQTY QUANTITYRA RETURN AIRRCP REFLECTED CEILING PLANREF REFERENCEREFR REFRIGERATORREG REGISTERREINF REINFORCE(D)(ING)(MENT)RESIL RESILIENTRET RETURNREV REVISIONRH RIGHT HANDRM ROOMRND ROUNDRO ROUGH OPENINGROW RIGHT OF WAYRWL RAIN WATER LEADERSA SUPPLY AIRSCHED SCHEDULESCRN SCREENSECT SECTIONSHT SHEET, SHEETINGSIM SIMILARSMS SHEET METAL SCREWSPEC SPECIFICATIONSPKLR SPRINKLERSQ SQUARESQ FT SQUARE FOOTSQ IN SQUARE INCHSS SANITARY SEWERSST STAINLESS STEELSTAG STAGGEREDSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTRUCT STRUCTURALSTS SELF-TAPPING SCREWSUSP SUSPENDEDSUSP CLG SUSPENDED CEILINGT&B TOP AND BOTTOMT&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPORARYTHK THICK, THICKNESSTO TOP OFTOC TOP OF CONCRETE, TOP OF CURBTOL TOLERANCETOP TOP OF PAVEMENTTOS TOP OF STEEL, TOP OF SLABTOW TOP OF WALLTS TUBE STEELTYP TYPICALUON UNLESS OTHERWISE NOTEDUTIL UTILITYVCT VINYL COMPOSITION TILEVIF VERIFY IN FIELD (M) MODIFYAB ANCHOR BOLTABV ABOVEAC ASPHALT CONCRETEACCES ACCESSORYACOUS ACOUSTIC(AL)ACT ACOUSTICAL CEILING TILEAD AREA DRAINADH ADHESIVEADJ ADJUSTABLEAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAFS ABOVE FINISH SLABAGGR AGGREGATEAL, ALUM ALUMINUMALT ALTERNATEANOD ANODIZEDAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECT(URAL)AUTO AUTOMATICAVG AVERAGEBD BOARDBET BETWEENBITUM BITUMINOUSBKG BACKINGBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT BOTTOMBRKT BRACKETBU BUILT UPBURS BUILT UP ROOFING SYSTEMCAB CABINETCB CATCH BASINCEM CEMENTCEM PLAS CEMENT PLASTERCER CERAMICCER TILE CERAMIC TILECL CENTER LINECLG CEILINGCLJ CONTROL JOINTCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCO CASED OPENINGCOL COLUMN CONC CONCRETECONF CONFERENCECONN CONNECTIONCONT CONTINUOUSCSWK CASEWORKCUST CUSTOMCW COLD WATERDBL DOUBLEDEMO DEMOLISHDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDIM PT DIMENSION POINTDIST DISTANCEDN DOWNDR DRAINDS DOWNSPOUTDTL DETAILDWG DRAWING(E) EXISTINGEA EACHEB EXPANSION BOLTEIFS EXT. INSUL. FINISH SYSTEMEL ELEVATIONELAST ELASTOMERICELEC ELECTRICALELEV ELEVATOR

ABBREVIATIONS

HW HOT WATERID INSIDE DIAMETERINSUL INSULATIONJB JUNCTION BOXJT JOINTLAM LAMINATE, LAMINATIONLAV LAVATORYLF LINEAR FOOTLH LEFT HANDLIN LINEARLT WT LIGHT WEIGHTMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMEMB MEMBRANEMET, MTL METALMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTG MOUNTINGEMBED EMBEDMENTENCL ENCLOSUREENGR ENGINEEREOS EDGE OF SLABEP ELECTRICAL PANELEPDM ETHYLENE PROPYLENE DIENE M-CLASS RUBBER

EQ EQUALEQUIP EQUIPMENTEXP EXPANSIONEXP BT EXPANSION BOLTEXP JT EXPANSION JOINTEXT EXTERIORFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFIN FL FINISH FLOORFIN GR FINISH GRADEFL FLOOR(ING)FLR SK FLOOR SINKFLUOR FLUORESCENTFOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDFTG FOOTINGFURN FURNITUREFURR FURRINGGA GAUGE, GAGEGALV GALVANIZEDGC GENERAL CONTRACTORGFRC GLASS-FIBER REINFORCED CONCRETEGFRG GLASS-FIBER REINFORCED GYPSUMGL GLASSGLU LAM GLUE LAMINATEDGLZ GLAZINGGND GROUNDGR GRADE, GRADINGGYP BD GYPSUM BOARDGYP PLAS GYPSUM PLASTERHB HOSE BIBBHD HEADHM HOLLOW METALHSS HOLLOW STRUCTURAL STEELHVAC HEATING VENTILATION AIR CONDITIONING HILLCREST VILLAGE13489 EAST 14th STREET, SAN LEANDRO , CA PROJECT INFOLOCATION: 13489 EAST 14th STREET
SAN LEANDRO, CA 94577
APN: 77D-1405-1-1LOT SIZE: 12,588SQ.FT.PROPOSED GARAGE/COVERED CARPORT: 3,785 sq ftPROPOSED BALCONY AREA: 562 sq ftPROPOSED RESIDENTIAL FLOOR AREA, 12,240 sq ftALL STRUCTURES:CONSTRUCTION: TYPE V-AZONE: SA-2OCCUPANCY: R2FIRE SPRINKLERS: YesHEIGHT 30' STORIES 3 AREAFOOTPRINT 5,860 SFBUILDING AREA 17,875 SF Proposed Lot Coverage 5,860 SF / 12,588 SF (lot size) * 100% = 46.6 %Max Lot Coverage 100%Proposed Floor Area Ratio 12,240 SF / 12,588 SF SF (lot size) = 0․98 FAR Max Floor Area Ratio 1.5 FARLandscaping
Proposed Landscaping 1,319 SF / 12,588 SF (lot size) * 100% ≈ 10.5 % Min Site Landscaping 10%
PavingPervious 2300 sq ft Impervious 2379 sq ft

LANDSCAPEVESTING TENTATIVE PARCEL MAP
PROJECT DESCRIPTIONThe project is a 9-unit townhouse development on a vacant lot, consisting of Building A (6,401 sf) and Building B (5,935 sf), withfive (5) 2-bedroom units and four (4) 3-bedroom units. The buildings are on either side of a drive aisle entering from 135th Ave. Parkingincludes total of 17 parking spaces: 14 resident and guest parking spaces in garages and 3 resident and guest parking space in carports.” Building BGround Floor Area 1,087 SFSecond Floor 2,555 SF Third Floor 2,779 SFTotal 6,421 SF
Second Floor balconies 263 SF
Third Floor balconies 19 SF
Total 282 SF
Ground Floor Garages/Carports 1,698 SFTotal Area, Building B 8,417 SFTrash Enclosure 253 SF Building A
Ground Floor Area 989 SFSecond Floor 2,925 SFThird Floor 2,940 SFTotal 6,854 SFSecond Floor balconies 157 SF Third Floor balconies 123 SFTotal 280 SF
Ground Floor Garages/Carports 2,087 SFTotal Area Building A 9,244SF Total

BUILDING AREAS
13,275 SF562 SF3,785 SF17,622 SF253 SF
Attachment A, Exhibit A - Project Plans
GSPublisherVersion 0.0.100.99
A0.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

SETBACKS, VICINITY

MAP, PRIVATE OPEN
SPACE

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
0 225 450 112.5 ft
0 60 120 30 m
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San Leandro High
Facilities
SchoolParcelsStacked Parcels: Condos, Some Townhouses
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San Leandro High
13'-6"

SIDEWALK
10'
5'
10'
8'

PROPERTY LINECURB

PROPERTY LINECURB
TRASH
E 14th Street
135th Avenue

SIDEWALK

SIDEWALK
UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5
UNIT 6 UNIT 7 UNIT 8 UNIT 9

BUILDING A

BUILDING B
9'-4" 7'
8'-6"
10'
OR
E
UNIT 2 UNIT 3 UNIT 4

PROPERTY

PROPERTY LINELINE
31'-5"
1'-11" 20'-9" 8'-9"
7'-10"
7'-10" 13'-6"

SIDEWALK
60 sq ft
PATIO
73 sq ft
PATIO 78 sq ft
PATIO
F
F
F F
F
F
F
F
F
10'
6'
10'
6'
UNIT 1 UNIT 5
UNIT 6 UNIT 7 UNIT 8 UNIT 9
6'
10' 10'
6'
10'
10' 6'
6'60 sq ft BALCONY 60 sq ft BALCONY
60 sq ft

BALCONY
60 sq ft

BALCONY
SCALE: 1/16" = 1'-0" 1 0 8' 16' 32' PROPOSED FEE SIMPLE LOTS FOR SALE OF TOWNHOMES SCALE: 3/32" = 1'-0" 2 0 8' 16' 24' PRIVATE OPEN SPACES (FIRST FLOOR) SCALE: 3/32" = 1'-0" 3 0 8' 16' 24' PRIVATE OPEN SPACES (SECOND FLOOR) UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7UNIT 8UNIT 9

BALCONY
UNIT # PRIVATE OPEN SPACE

PATIOPATIOPATIOBALCONYBALCONYBALCONYBALCONYBALCONY

AREA PROVIDED
60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft73 sq ft60 sq ft78 sq ft

AREA REQUIRED
60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft60 sq ft

PRIVATE OPEN SPACE TABLE
THE TOTAL OF PRIVATE OPEN SPACE DOESNOT REPRESENT THE TOTAL BALCONY AREASHOWN ON COVER SHEET.

UNIT 1UNIT 2UNIT 3UNIT 4UNIT 5UNIT 6UNIT 7UNIT 8UNIT 9UNIT # LOT AREA 844 + sq ft914 + sq ft898 + sq ft888 + sq ft965 + sq ft724 + sq ft755 + sq ft755 + sq ft858 + sq ft

TOWNHOUSE LOT AREA TABLE
Maud Ave. 3000 feet
LINE 10
LINE 10
LINE 10
LINE 10
LINE 10 - E. 14th St. - MISSION
560FT AWAY FROM LOT
640FT AWAY FROM LOT
520FT AWAY FROM LOT
850FT AWAY FROM LOT
E 14th Street
135th Ave
400-FOOT
RADIUS
Maud Ave. 3000 feet
LINE 10
LINE 10
LINE 10
LINE 10
560FT AWAY FROM LOT
640FT AWAY FROM LOT
520FT AWAY FROM LOT
850FT AWAY FROM LOT
E 14th Street
135th Ave
400-FOOT
RADIUS
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400-FOOT
RADIUS
USE NAME EXEMPT PUBLIC AGENCYZONING SA-2STORIES 1
USE NAME ONE TO FIVE STORY OFFICE BUILDINGZONING SA-2STORIES 2 USE NAME RESTAURANT - SMALL OR IN-LINE WALC-IN RESTAURANT/CAFEZONING SA-2STORIES 1 USE NAME DOUBLE OR DUPLEX TYPE - TWO UNITSZONING RDSTORIES 1 USE NAME DOUBLE OR DUPLEX TYPE - TWO UNITSZONING RDSTORIES 1 USE NAME MOBILE HOME PARK PARCEL WITH IMPROVEMENTSZONING RM-2500 (MHP)/SA-2(MHP)STORIES 1 NEAREST FIRE HYDRANT46 FOOT FROM LOT
USE NAME EXEMPT PUBLIC AGENCYZONING SA-2STORIES 1
USE NAME MISCELLANEOUS IMPROVED COMMERCIALZONING SA-2STORIES 1 USE NAME ONE TO FIVE STORY OFFICE BUILDINGZONING SA-2STORIES 2 USE NAME RESTAURANT - SMALL OR IN-LINE WALC-IN RESTAURANT/CAFEZONING SA-2STORIES 1 USE NAME DOUBLE OR DUPLEX TYPE - TWO UNITSZONING RDSTORIES 1 USE NAME DOUBLE OR DUPLEX TYPE - TWO UNITSZONING RDSTORIES 1 USE NAME MOBILE HOME PARK PARCEL WITH IMPROVEMENTSZONING RM-2500 (MHP)/SA-2(MHP)STORIES 1 NEAREST FIRE HYDRANT46 FOOT FROM LOT
Sources: Esri, Airbus DS, USGS, NGA, NASA, CGIAR, N Robinson,NCEAS, NLS, OS, NMA, Geodatastyrelsen, Rijkswaterstaat, GSA,Geoland, FEMA, Intermap and the GIS user community, Sources:Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMapcontributors, and the GIS User Community GSPublisherVersion 0.0.100.99
A0.2
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
SURVEY

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
GSPublisherVersion 0.0.100.99
A0.4
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

SITE PHOTOGRAPHS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
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E 14th Street
135th Ave
E 14th Street
135th Ave
E 14th Street
135th Ave
E 14th Street
135th Ave
E 14th Street
135th Ave
E 14th Street
135th Ave
GSPublisherVersion 0.0.100.99
A1.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

PROPOSED SITE
PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
M
14'-1"
11'-3 1/2" 11'-6" 13'
6'-5 1/2" 11'-10" 12'-10" 8'-2" 12'-11 1/2" 7'-11 1/2" 13'-5" 7'-7 1/2" 15'-10" 6'-11" 1'-10"
12'-9" 8'-7 1/2" 10'-11 1/2" 4'-9"
17'-6" 41'-11" 21'-8"
3'-5"
11 1/2"
17'-10" 21' 20'-11" 21' 20'-11"
34'-9 1/2" 20'-11 1/2" 43'-7 1/2" 10'-2"
15'-1 1/2"
6'6'
6'
6'
6' 6'
6'
6'
6'
13'-6"

SIDEWALK
10'

SETBACK
13'-11 1/2"
1'-3 1/2"
1'-10 1/2"
2'-3 1/2"
1'-8"
8'
2'-1"
1'-8"
2'-3 1/2"
11'-8" 22'-9" 14'-5 1/2"
Roof El +28'
Roof El +28'
Roof El +28' Roof El +28' Roof El +28' Roof El +28'
Roof El +28' Roof El +28'
Roof El +28'
10'x10' VEHICULARSIGHT TRIANGLE
(N) STREETPARKING. TYP

TAP INTO (E)SEWER MAIN
10'x10' VEHICULARSIGHT TRIANGLE
(N) STREETPARKING. TYP
GATE

MOTORHOME

MOTORHOME
9" X 18" ELLIPTICAL STORM DRAIN

STORMDRAINMANHOLE

CONCRETEDRIVEWAY

ONCRETE CURB & GUTTER WATER METER

FIREHYDRANT
slope

2.5%

FRONT YARD

FRONT YARD FRONT YARD FRONT YARD

PROTECT IN PLACE WITH HARDWOODCHIP MULCH & TREE PROTECTIONFENCING DURING CONSTRUCTION

ELECTRIC

SERVICE
10'
10' 10'

MOTORHOME
2 BEDROOM 3 BEDROOM
(E) WATER

SERVICE

13.5'

SIDEWALK
10' SANITARY

EASEMENT
(N) WATER

SERVICE
(N) WATER

SERVICE
2399 E 14th ST.

USE: MOBILE HOME PARK

PARCEL WITH IMPROVEMENTS
SEWER
1341-1343 135th AVE.

SINGLE STORY RESIDENCE

FRONT YARD
slope
SLOPE: 1/4" in 1'
TYP.

SLOPE: 1/4" in 1'
TYP.

SLOPE: 1/4" in 1'
TYP.
(N) WATER
METER
2s 5s 6s
A A
C C
F F
H H
1s 2s 3s 4s 5s 6s
D D
E E
G G
1s 3s 4s
B B
8' HEIGHT WALLAT PROPERTY
8' HEIGHT WALLAT PROPERTY
1'-6" HEIGHT WALL ATFRONT YARDS. TYP

PROPERTY
LINE

PROPERTYLINE

PROPERTY
LINE
10'-2" PROPERTY
LINE
10'

SETBACK
34'-9 1/2"
107'-2 1/2"101'-8"
17'-10" 21' 20'-11" 21' 20'-11"
109'-2" 7'-10 1/2"
31'-5"
18'-3" 20' 21' 21' 21'-5"
32'-9 1/2" 2' 1'-11" 20'-9" 8'-9"
10 1/2" 31'-7"
3'-3" 39'-5 1/2" 20' 37'-9 1/2" +30'
+30'
+30'
+30'

PEDESTRIANGATE

PEDESTRIANGATE
GATE

DRIVE AISLE
135th Avenue
E 14th Street
UNIT 1
2 BEDROOM
UNIT 2
3 BEDROOM
UNIT 3
2 BEDROOM
UNIT 4
2 BEDROOM
UNIT 5
2 BEDROOM
UNIT 6
2 BEDROOM
UNIT 8
3 BEDROOM
UNIT 9
3 BEDROOM

BUILDING A

BUILDING B
TRASH

ENCLOSURE
UNIT 7
3 BEDROOM
12" TREE
8" TREE
STOP
FS
MV
PVB
SLOPE: 1/4" in 1'
TYP.

N N
SCALE: 1/8" = 1'-0" 1 SITE PLAN 0 4' 8' 16'
TRUE NORTH PROJECT NORTH Note: For public way emergency illumination see Sheet A1.2.

PERMEABLE VEHICULAR PAVERS

LANDSCAPING(SHRUBS ANDPLANTS), PER LANDSCAPINGPLANSVEHICULAR CONCRETE,SIDEWALK AND DRIVEWAYPEDESTRIAN PERMEABLEPAVER WALKWAY SEE SHEET A2.0
NOTE:Emergency Lighting shall be provided with an average of 1-footcandle at the floor along the means of egress route to the public way.NOTE:A Knox Box shall be provided for fire department access for anycommon areas for the buildings.NOTE:Fire extinguishers shall be provided per 2019 CA Fire Code.

CANNOPY LINE

BALCONY LINE

LOOSE COBBLE ROCK, PERLANDSCAPING PLANS
GSPublisherVersion 0.0.100.99
A1.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

EXISTING SITE PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
[E] 5' HIGH

WOODEN FENCE

AT NEIGHBOR PROPERTY
[E] FENCE AT

NEIGHBOR PROPERTY

PROPERTY
LINE

PROPERTY
LINE
[E] DRIVEWAY

REMOVE EXISTING CURB CUT

REPAIR SIDEWALK AS NEEDED
EAST 14TH STREET

PROTECT IN PLACE WITH HARDWOOD

CHIP MULCH & TREE PROTECTION

FENCING DURING CONSTRUCTION
[E] CHAIN LINK FENCE

WILL BE REMOVED
[E] CHAIN LINK FENCE

WILL BE REMOVED
[E] DRIVEWAY TO BE

REMOVED AND REPLACED WITH

CURB, GUTTER AND SIDEWALK
[E] DRIVEWAY TO BE

REMOVED AND REPLACED WITH

CURB, GUTTER AND SIDEWALK
[E] DRIVEWAY

REMOVE EXISTING CURB CUT

REPAIR SIDEWALK AS NEEDED

REMOVE TREE

FOR DRIVEWAY

CONSTRUCTION

PROPOSEDDRIVEWAY
1341-1343 135th AVE.

RESIDENTIAL LAND

SINGLE STORY DUPLEX
2399 E 14th ST.

Mobile Home Park
N N
SCALE: 1" = 10' 1 0 5' 10' 20' EXISTING SITE PLAN

TRUE NORTH PROJECT NORTH
GSPublisherVersion 0.0.100.99
A1.2
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

SITE LIGHTING PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
135th Avenue
E 14th Street

PROPERTYLINE

PROPERTYLINE
18'-3" 20' 21' 21' 21'-5"
17'-10" 21' 20'-11" 21' 20'-11"
101'-8"
31'-5"
101'-8"
34'-9"
32'-9" 2' 1'-11" 20'-9" 8'-9"
13'-6"

SIDEWALK
DOWNWARD-FACINGSHIELDED FIXTURESMOUNTED ON FENCEWALL. EL. 60" AFF DOWNWARD-FACINGLED LIGHTS. 76" AFF

DOWNWARD-FACING

SHIELDED FIXTURES

MOUNTED ON FENCE
WALL. EL. 60" AFF
DOWNWARD-FACINGRECESSED LIGHTSAT MAIN ENTRY DOORSEL. 76" AFF DOWNWARD-FACINGLED LIGHT. EL.76" AFF
DOWNWARD-FACINGLED LIGHT. EL.76" AFF
DOWNWARD-FACINGSHIELDED FIXTURESMOUNTED ON THE WALLEL. 76" AFF

DOWNWARD-FACING

LED LANDSCAPING
PATH LIGHT. TYP.

DOWNWARD-FACING

LED LANDSCAPING
PATH LIGHT. TYP.

DOWNWARD-FACING

SHIELDED FIXTURES

MOUNTED ON WALL
EL. 60" AFF
N N
SCALE: 1/8" = 1'-0" 1 0 4' 8' 16' SITE LIGHTING PLAN
RAINE 16" TALLLED OUTDOORWALL SCONCEBYELEGANT LIGHTINGMODEL: LDOD4001BK

FIXTURE TYPE COUNT
1026
SYMBOL

LIGHTING FIXTURE SCHEDULE
NOTE:THE PROPOSED LIGHTING WILL MATCH WITH THE LIGHTINGLEVELS ALONG STREET FRONTAGE OF THIS PORTION OF 14th AVE 10 NOTE:LIGHTING ALONG THE SOUTH PROPERTY LINE SHOULD NOT BE DISRUPTIVETO RESIDENTS IN THE R DISTRICT AND NEIGHBORING 1341-1343 135th AVE.

AB
C

A A A A A

A A A A A A
BBBB
BBBBB

CC CC C C CC
CC C C
CCCC

C C C C
CC C C
KRYSENLED OUTDOORWALL SCONCEBYTECH LIGHTINGITEM#: TEC2017696 BOX SINGLE LIGHTLED LANDSCAPEPATH LIGHTBYSONNEMANMODEL#: 7341.72-WL GSPublisherVersion 0.0.100.99
A1.3
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

AMENITIES PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
15'
16'-3"
135th Avenue
E 14th Street

MOTORHOME
1341-1343 135th AVE.

RESIDENTIAL LAND

SINGLE STORY BUILDING

MOTORHOME
2399 E 14th ST.

MOBILE HOME PARK

MOTORHOME

EV CHARGER EV CHARGER EV CHARGER EV CHARGER

EV CHARGER EV CHARGER EV CHARGER

EV CHARGER EV CHARGER

EV CHARGER
TENANT

ACTIVITY AREA

PROPERTYLINE

PROPERTYLINE
TENANT

ACTIVITY AREA
13'-6"

SIDEWALK
SCALE: 1/8" = 1'-0" 1 0 4' 8' 16' AMENITIES PLAN
PROVIDED AMENITIES per 4.04.336.B.4b. EV charging stations for 25 percent of required parking spaces.e. Tenant activity area, such as joint eating and cooking area.

GSPublisherVersion 0.0.100.99
A2.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

GROUND FLOOR
PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
3' 3' 6' 6'
6'
3'
12'
10'

SETBACK
13'-1"
17'-2"
10' 20' 10' 10'
3' 4' 3' 3' 2' 8"
2'
2'-3" 2'-3"
2'
4'
4'-6"
20'
5'-5"
3'
10'-11"
3'-3"
10'-6"
3'
6'-10"
3'
6'-3"
17 CAR PARKING SPACES
UNIT 1 ADA
UNIT 2 UNIT 3 UNIT 4 UNIT 5
UNIT 8
3 BEDROOM
TRASH

ENCLOSURE
TRASH
H=3'

RECYCLING
H=3'

ORGANICS
H=3'

MAILBOXES

MOTORHOME
1341-1343 135th AVE.

RESIDENTIAL LAND

SINGLE STORY BUILDING

MOTORHOME
2399 E 14th ST.

MOBILE HOME PARK

MOTORHOME
UNIT 9
3 BEDROOM

PROPERTYLINE

PROPERTYLINE
5'-1" 18'-2" 41'-11" 10'-7" 10'-5"
18'-3" 20' 21' 21' 21'-5"
8' 88'-7"
17'-10" 21' 20'-11" 21' 20'-11"
101'-8"
31'-5"
9' 5'
9'
32'-9" 24'-2" 29'-6"
32'-9" 2'
2' 20'-3" 1'-11"
101'-8"
1'-11" 20'-9" 8'-9" 20'-3"
34'-9"
32'-9" 2' 1'-11" 20'-9" 8'-9" 10'
3'
3'-6"
13'-6"

SIDEWALK
UNIT 6
2 BEDROOM
3 BEDROOM 2 BEDROOM 2 BEDROOM 2 BEDROOM
2 BEDROOM
UNIT 7
3 BEDROOM
EV

CHARGING

EV CHARGING EV CHARGING

EV CHARGING EV CHARGING EV CHARGING

EV CHARGING EV CHARGING EV CHARGING EV CHARGING
2s 5s 6s
A A
C C
F F
H H
1s 2s 3s 4s 5s 6s
D D
E E
G G
1s 3s 4s
B B
N N
SCALE: 1/8" = 1'-0" 1 0 4' 8' 16' GROUND FLOOR PLAN

BUILDING A

BUILDING B
Unit 1 - 2 bedUnit 2 - 3 bedUnit 3 - 2 bed
Unit 4 - 2 bed
Unit 5 - 2 bedUnit 6 - 2 bedUnit 7 - 3 bedUnit 8 - 3 bedUnit 9 - 3 bed 111111111
9 0.751111
8 0.75
Unit
1111111119
111111110
RequiredGuestParking
RequiredResidentParking
ProposedGuestParking
ProposedResidentParking
8 Proposed parking configuaration
resident parking & guest parking in carportresident parking & guest parking in carport resident parking & guest parking in garageresident parking & guest parking in garageresident parking & guest parking in garageresident parking & guest parking in garageresident parking & guest parking in garageresident parking & guest parking in garageresident parking & guest parking in garage

FIRE RATED WALL

PROJECT
NORTH
TRUE
NORTH
Note: The entry areas from the garages to each unit, shall not be used as bedrooms.

TRASH & RECYCLING CALCULATIONS FOR 9 UNITS
TRASH 9 units x 1.1 x 32 x 1/200 = 1.584 (cubic yards)
RECYCLING 9 units x 1.1 x 32 x 1/200 = 1.584 (cubic yards)ORGANICS 1.584 (cubic yards) REFUSE STORAGE AND MANAGEMENT NOTE:FOR THE TRASH WEEKLY COLLECTION THE TRUCKS WILL DRIVEONTO THE PROPERTY. EACH WASTE TYPE IS COLLECTED IN ADEDICATED 2 CUBIC YARD BIN (6'x3'x3') ONCE A WEEK.

SEE WASTE CALCULATION TABLE BELOW

PERMEABLE VEHICULARPAVERS (BASALITE)LANDSCAPING(SHRUBS ANDPLANTS), PER LANDSCAPINGPLANS

LOOSE COBBLE ROCK, PERLANDSCAPING PLANS

VEHICULAR CONCRETE,SIDEWALK AND DRIVEWAYPEDESTRIAN PERMEABLEPAVER WALKWAY (BASALITE)

0.750.750.75
GSPublisherVersion 0.0.100.99
A2.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING A FIRST

STORY PLANS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
D53
W12
W28
W20 D34
D2
D3
D18
D19
D37
D38
D55
D56
D69
D70
W1 D1
D4
10'

SETBACK
10'
2' 2'-3" 2'-3" 2'
5'-4 1/2"
3'
10'-11"
3'-3"
10'-6"
3'-1/2"
6'-10"
3'-1/2"6'-2 1/2"
1 A4.3
1 A4.1
1 A4.0
2 A4.0
slope

2.5%
WC
D16
W38 W37
D35 D67
D17 D36 D54 D68

PROPERTYLINE

PROPERTYLINE
5'-1" 18'-2" 41'-11" 10'-7" 10'-5"
17'-10" 21' 20'-11" 21' 20'-11"
101'-8"
31'-5"
9' 5'
1'-11" 20'-9" 8'-9"
1'-11" 20'-9" 8'-9"
10'
3'
13'-6"
SIDEWA
D15
W36
D66
D52
GATE

PEDESTRIANGATE

PEDESTRIANGATE
ENTRY
ENTRY

GARAGE GARAGE GARAGE GARAGE
VAN

ACCESSIBLE
NO

PARKING

STORAGE STORAGE STORAGE
BIKE STOR.

STORAGE ENTRY
ENTRY
ENTRY

STORAGE

BIKE ST
OR.

BIKE STRG

BIKE ST
OR.

BIKE STOR.

FURNACE

FURNACE
EV

CHARGING
EV

CHARGING
F F
H H
1s 2s 3s 4s 5s 6s
E E
G G
1 A3.0
1 A3.0
3 A3.0
3 A3.0
2 A3.0
2 A3.0
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' FIRST STORY PLAN

TRUE NORTH PROJECT NORTH
Note: The entry areas from the garages to each unit, shall not be used as bedrooms.

BUILDING A

FIRE RATING WALL
GSPublisherVersion 0.0.100.99
A2.2
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING A

SECOND STORY
PLANS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
W4
D71
W21 W22
W14 W13
W39 W40
D5
W41
W15 W16 W32 W31
D39
W24 W23
D6
W5 W6
W3
W2
W42
W43
W44
D72
D41
D74
D42
D73
D20
D23
D24
D22 D21
D40
D43
F F F
F
F
1 A4.3
1 A4.1
1 A4.0
2 A4.0
10'

SETBACK
6'-1 1/2"
10'-1" 10'-11"
10'-6"
6'-2 1/2"
9'-4" 5'-4 1/2" 6'-5 1/2"
7'-4"
12'-9"
22'-3"
13'-4 1/2"
6'-9" 3'-1/2"
3'-2"
5'-5"
3'-6 1/2"
3'-3 1/2"
9'-11 1/2"
1'-8"
4'-11 1/2"
2"

LIVING ROOM

BALCONY

KITCHEN
WC

LIVING ROOM

BALCONY

KITCHEN
PANTRY

LIVING ROOM

KITCHEN

PANTRY PANTRY
WC
WC

KITCHEN
BATH
PANTRY
BEDROOM 1

KITCHEN
PANTRY
WC
W30 W29

PROPERTYLINE
F F
H H
1s 2s 3s 4s 5s 6s
E E
G G
17'-10" 21' 20'-11" 21' 20'-11"
101'-8"
31'-5"
1'-11" 20'-9" 8'-9"
6'
8'-7 1/2" 18'-5"
10'
6'
5'-3 1/2"
17' 8" 13'-8 1/2" 6'
6'-5" 5'-5" 9'-6 1/2" 6'-9" 7 1/2"
8'-7 1/2" 18'-3 1/2"
17'-1/2" 8" 20'-4" 8" 20'-3" 8" 20'-4" 8" 16'-3 1/2" 6'-7" 20'-4"
16'-10"
6'-7"
4'-6" 15'-9" 8" 9'-10" 3 1/2" 21'-8" 4'-6"
7'-6" 5'-8 1/2" 17'-3 1/2" 6'-1" 13'-6 1/2" 8"
D7
1 A3.0
1 A3.0
3 A3.0
3 A3.0
2 A3.0
2 A3.0
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' SECOND STORY PLAN

BUILDING A

FIRE RATING WALL

TRUE NORTH PROJECT NORTH BALCONY OUTLINE

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A2.3
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING A THIRD

STORY PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
W19
W
W
W
W
W
D14
D11
W7
W11
D9
D30
D26 D27
D31
D25
W47
D45 D46
D44 W45 W46
D50
D58
D60
D59
D62
D76 D77
D78
D80
D57
W35
W9 W10
W25
W26
W27
W17
W18
D10
W8
W49
D82
W48
D65 D64 D75
D63
D13
D12
D28
D29
D47
D49
D32 D33
D51
D48
D61
D79
D81
W33 W34
1 A4.3
1 A4.1
1 A4.0
2 A4.0
6'-4"
6'-4"
10'

SETBACK
5'-9 1/2"
4'-5 1/2"
BEDROOM 1

WALK-IN
CLOSET
BEDROOM 2

BALCONY

WALK-IN
CLOSET

BALCONY BALCONY
BEDROOM 2
BEDROOM 3
BEDROOM 1
BEDROOM 2

WALK-IN
CLOSET
BATH
BATH

BATH BATH

BATH BATH BATH
BATH

BATH BATH
BEDROOM 1BEDROOM 2
BEDROOM 1BEDROOM 2
CLOSET
CLOSET
CLOSET
F F
H H
1s 2s 3s 4s 5s 6s
E E
G G

PROPERTYLINE
101'-8"
17'-10" 21' 20'-11" 21' 20'-11"
31'-5"
1'-11" 20'-9" 8'-9"
4'-8" 2'-3 1/2"
9'-4 1/2" 1'-6 1/2"
2'-3 1/2"
2'-1"
3'-6 1/2"7'-1/2" 11"
11'-10"
1'-3 1/2"
1'-8"
11'-10"
5'-11"
3'-7 1/2"
6'
6 1/2"
11'-10" 4'-7" 12'-9" 6'-11 1/2" 6'-4" 6'-1/2"
3'-2 1/2"
13'
10'-10"
7'-1" 12'-10 1/2"
17'-10 1/2"
7'-4 1/2" 20'-10 1/2"
17' 63'-7"
13'-1" 8" 13'-1"
5'-10 1/2"
17'-1/2" 8" 13'
7'-4"
24'-10 1/2"
7'-10" 6'-7" 25'-6" 1'-11"
6' 19'-7"
20'-10 1/2"
6'-2"
1 A3.0
1 A3.0
3 A3.0
3 A3.0
2 A3.0
2 A3.0
D8

WALK-IN
CLOSET
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' THIRD STORY PLAN

BUILDING A

FIRE RATING WALL

TRUE NORTH PROJECT NORTH BALCONY OUTLINE

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A2.4
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING A ROOF
PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
1 A4.3
1 A4.1
1 A4.0
2 A4.0
6'-5" 11'-10" 12'-10" 8'-2" 13' 7'-11" 13'-5" 7'-7" 15'-10" 6'-11" 1'-10"
12'-9" 8'-7" 10'-11" 4'-9"
17'-6" 41'-11" 21'-8"
3'-5"
1'
10'-2"
6'6'
6'
6'
6'
10'

SETBACK
13'-11"
1'-4"
1'-10"
2'-4"
1'-8"
2'-1"
Roof El +28' Roof El +28'
Roof El +28' Roof El +28' Roof El +28'
6" HIGHPARAPET
6" HIGHPARAPET
24" HIGHPARAPET
6" HIGHPARAPET
6" HIGHPARAPET
24" HIGH

PARAPET
24" HIGHPARAPET
24" HIGHPARAPET
24" HIGHPARAPET
24" HIGHPARAPET
PHOTOVOLTAIC SYSTEMWATTAGE & ORIENTATIONPER TITLE 24. TYP.

MECHANICAL

EQUIPMENT

MECHANICALEQUIPMENT

MECHANICAL

EQUIPMENT MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT
10'
SLOPE: 1/4" in 1'
TYP.

SLOPE: 1/4" in 1'
TYP.

F F
H H
1s 2s 3s 4s 5s 6s
E E
G G
1 A3.0
1 A3.0
3 A3.0
3 A3.0
2 A3.0
2 A3.0
101'-8"
17'-10" 21' 20'-11" 21' 20'-11"
31'-5"
1'-11" 20'-9" 8'-9"
10" 31'-7"
37'-10"
+30'
+30'
ROOF
DRAIN

ROOFDRAIN

SECONDARY

ROOF DRAIN
ROOF
DRAIN

SECONDARY

ROOF DRAIN

SECONDARYROOF DRAIN
ROOF
DRAIN

ROOFDRAIN

SECONDARYROOF DRAIN

SECONDARY

ROOF DRAIN
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' ROOF PLAN

BUILDING A
Note: The roof covering complies with a minimum Class C rating.

TRUE NORTH PROJECT NORTH

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A2.5
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING B FIRST

STORY PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
D105 D124 D143
W84
W83
D162
D161
D142
W50 D88 W73 D123
D146
D145
D104 W64
D126
D127
D107
D108
D89
D90
W82
D147
D128
D109
D91
3' 3' 6' 6'
6'
3'
11'-11 1/2"
13'-1"
17'-2"
10'
4'
4'-6"
2 A4.2
1 A4.2
1 A4.5
1 A4.2
GATE
D106 D125 D144

PROPERTYLINE
18'-3" 20' 21' 21' 21'-5"
32'-9 1/2" 2'
101'-8"
34'-9 1/2"
32'-9 1/2" 2'
3'-6"
ENTRY

ENTRY ENTRY

GARAGE GARAGE GARAGE
ENTRY

STORAGE

STORAGE
BIKE
STOR.

BIKE
STOR.

STORAGE

STORAGE FURNACE

FURNACE

RAMP UP
EV

CHARGING
EV

CHARGING
2s 5s 6s
A A
C CD D
1s 3s 4s
B B
1 A3.1
1 A3.1
2 A3.1
2 A3.1
3 A3.1
3 A3.1
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' FIRST STORY PLAN

BUILDING B

FIRE RATING WALL
Note: The entry areas from the garages to each unit, shall not be used as bedrooms.

TRUE NORTH PROJECT NORTH
GSPublisherVersion 0.0.100.99
A2.6
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING B SECOND

STORY PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
W92
W53 W54
W75 W74
W66 W65
W52 W51
W87 W86 W85
D148
W93
W55
W67
W77
W91
D93
D95
W56 D92
D131
W76 D132
D110
D111
D112 W68
D149
D150 D151
D94
D113
D130 D129
F
F
F
F
2 A4.2
1 A4.2
1 A4.5
1 A4.2
9'-11 1/2" 10'-5 1/2" 10'-5 1/2" 13'-6 1/2"
21'-6"
6'-6"
8'

BALCONY BALCONY
PANTRY

BALCONY

PANTRY PANTRY PANTRY
WC

KITCHEN KITCHEN
WC
WC WC

BALCONY

LIVING ROOM LIVING ROOM LIVING ROOM LIVING ROOM

KITCHEN KITCHEN

PROPERTYLINE
2s 5s 6s
A A
C CD D
1s 3s 4s
B B
83'-5"
32'-9 1/2" 2'
20' 21' 21' 21'-5"
34'-9 1/2"
12'-5"
5"
10'-4 1/2"
14'-1/2" 8'-1"
8'-5 1/2" 8" 31'-8 1/2" 9'-7 1/2" 8"
4'-10 1/2" 11' 4'-1 1/2" 2'-10" 5'-3"
1'-11" 19'-8 1/2" 8" 20'-4" 8" 5'
14'-1/2" 8'-1"
4'-5" 11' 4'-1 1/2" 2'-10" 5'-3" 13'-1" 5'-4 1/2"
13'-10 1/2" 8'-1"
19'-7" 8'-1" 5'-4 1/2" 14'-4" 14'-4" 6' 6' 14'-7 1/2"
10' 4'-10 1/2" 11' 4'-1 1/2" 2'-10" 5'-3"
4'-5" 11' 4'-1 1/2" 2'-10" 5'-3"
6'-4 1/2"
6'-6"
10'
W89 W90 W88
1 A3.1
1 A3.1
2 A3.1
2 A3.1
3 A3.1
3 A3.1
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' SECOND STORY PLAN

BUILDING B

FIRE RATING WALL

TRUE NORTH PROJECT NORTH BALCONY OUTLINE

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A2.7
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING B THIRD

STORY PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
W
W W W
W97
W98
W96 W99
W79 W78
W94
D160
W95
W70 W69
D156 D152
D121 D122
D100 D101
D97
D153
W80 W81
W61
W62
D115
D98 D118 D114
D102 D103
D99
D96
D116
D117
D120 D119
D140 D141
D137
D133
D134
D138
D159 D158
D154
D155
D139 D157
D136 D135
W71
W72
2 A4.2
1 A4.2
1 A4.5
1 A4.2
8'
14'-5 1/2" 22'-9"
10"
11'-8"
4 1/2"
10"
BEDROOM 1BEDROOM 2
BEDROOM 1
BEDROOM 2
BEDROOM 1
BEDROOM 2 BEDROOM 3 BEDROOM 3 BEDROOM 2
BEDROOM 1
BEDROOM 3
CLOSET

WALK-IN
CLOSET

WALK-IN
CLOSET
BATH

BATH BATH BATH

BATH BATH BATH BATH

CLOSET CLOSET CLOSET CLOSET CLOSET
CLOSET
W60 W63
2s 5s 6s
A A
C CD D
1s 3s 4s
B B

PROPERTYLINE
20' 21' 21' 21'-5"
83'-5"
32'-9 1/2" 2'
34'-9 1/2"
12'-1" 11'-3 1/2" 2'-3 1/2"
13'-2"
6'-8 1/2" 8" 10'-1/2" 3 1/2" 10'-1/2" 8" 10'-1/2" 3 1/2" 10' 8" 10'-2 1/2" 3 1/2" 33'-10 1/2"
6'-8 1/2" 8" 13'-6" 6'-2 1/2"
34'-4"
26'-6" 15'-6"
12'-6 1/2"
32'-10"
15'-11" 3'-2" 13'-6" 6'-10" 6'-10" 13'-6" 13'-10" 6'-9 1/2" 6'-2 1/2" 13'-6" 8" 20'
6"
1 A3.1
1 A3.1
2 A3.1
2 A3.1
3 A3.1
3 A3.1
W58 W59 W57
N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' THIRD STORY PLAN

BUILDING B

FIRE RATING WALL

TRUE NORTH PROJECT NORTH BALCONY OUTLINE

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A2.8
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING B ROOF
PLAN

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
2 A4.2
1 A4.2
1 A4.5
1 A4.2
14'-1"
11'-3" 11'-6" 13'
15'-2"
6'
6'
6'
6'
8'
1'-8"
2'-4"
11'-8" 22'-9" 14'-5"
Roof El +28'
Roof El +28' Roof El +28'
Roof El +28'
PHOTOVOLTAIC SYSTEMWATTAGE & ORIENTATIONPER TITLE 24. TYP. 24" HIGH

PARAPET
24" HIGH

PARAPET
24" HIGHPARAPET 6" HIGH

PARAPET
6" HIGHPARAPET
24" HIGHPARAPET
6" HIGHPARAPET
24" HIGH

PARAPET
24" HIGHPARAPET

MECHANICALEQUIPMENT

MECHANICAL

EQUIPMENT

MECHANICAL

EQUIPMENT
SLOPE: 1/4" in 1'
TYP.

SLOPE: 1/4" in 1'
TYP.

SLOPE: 1/4" in 1'
TYP.
2s 5s 6s
A A
C CD D
1s 3s 4s
B B
1 A3.1
1 A3.1
2 A3.1
2 A3.1
3 A3.1
3 A3.1
34'-9"
109'-2" 7'-11"
18'-3" 20' 21' 21' 21'-5"
32'-9" 2'
+30'
+30'
ROOF
DRAIN

ROOFDRAIN

SECONDARY

ROOF DRAIN

SECONDARYROOF DRAIN
ROOF
DRAIN

SECONDARY

ROOF DRAIN

SECONDARYROOF DRAIN

ROOFDRAIN

ROOFDRAIN
SLOPE: 1/4" in 1'
TYP.

N N
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' ROOF PLAN

BUILDING B

TRUE NORTH PROJECT NORTH
Note: The roof covering complies with a minimum Class C rating.

CANOPY OUTLINE
GSPublisherVersion 0.0.100.99
A3.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING A

SECTIONS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN

E F G H
4 A3.0
1'-11" 20'-9" 8'-9"
31'-5"
GARAGE

BATH LIVING ROOM

BALCONY

CORRIDOR

WALK-IN
CLOSET
PANTRY

LAUNDRY
±0'FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF

E F G H
1'-11" 20'-9" 8'-9"
31'-5"
GARAGE

LIVING ROOM BALCONY
BEDROOM 1 BATH

KITCHEN
BEDROOM 2
ENTRY
±0'FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
LIVING
ROOM

BALCONY

BALCONY
LIVING
ROOM
LIVING
ROOM
LIVING
ROOM
BEDROOM 2 BEDROOM 3 BEDROOM 2 BEDROOM 2 BEDROOM 2

ENTRY ENTRY ENTRY ENTRY ENTRY WC

BALCONY BALCONY BALCONY WALK-IN
CLOSET
LIVING
ROOM

BALCONY BALCONY
6s 5s 4s 3s 2s 1s
±0'FIRST STORY
+18'-6"THIRD STORY
+28'ROOF
101'-8"
20'-11" 21' 20'-11" 21' 17'-10"
3"
2"
Recess
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' BUILDING A CROSS SECTION THROUGH STAIRS SCALE: 1/4" = 1'-0" 2 0 2' 4' 8' BUILDING A CROSS SECTION SCALE: 1/4" = 1'-0" 3 0 2' 4' 8' BUILDING A LONGITUDINAL SECTION THROUGH STAIRS SCALE: 1" = 1'-0" 4 0 6'' 1' 2' WINDOW RECESS DETAIL (TYPICAL)

BUILDING A
GSPublisherVersion 0.0.100.99
A3.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING B

SECTIONS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
1s 2s 3s 4s 5s 6s
83'-5"
18'-3" 20' 21' 21' 21'-5"

BALCONY

TRASH ENCLOSURE

BALCONY

ENTRY ENTRY ENTRY ENTRY
WALK-IN CLOSET BEDROOM 1 BEDROOM 1 WALK-IN CLOSET WALK-IN CLOSET BEDROOM 1 WALK-IN CLOSET BEDROOM 1 LIVING

ROOM BALCONY BALCONY LIVING ROOM LIVING ROOM LIVING ROOM ±0'FIRST STORY
+28'ROOF
B D
8'
34'-9"
6"
5'-6" 27'-3" 2'

CARPORT
LIVING

ROOM BATH

CORRIDOR BATH

PROPERTY
LINE
ENTRY
PANTRY
BATH
A C
±0'FIRST STORY
+28'ROOF
+30'TOP OF BUILDING
7'-3"
B
34'-9"
6"
5'-6" 27'-3" 2'
GARAGE

PROPERTY
LINE

INSIDEBUILDINGENVELOPE

OUTSIDEBUILDINGENVELOPE
LIVING

ROOM WC

CORRIDOR
ENTRY
PANTRY
BATH BEDROOM 3
A C D
±0' FIRST STORY
+9'SECONDSTORY
+18'-6"THIRD STORY
+28'ROOF
7'-3"
SCALE: 1/4" = 1'-0" 3 0 2' 4' 8' BUILDING B LONGITUDINAL SECTION SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' BUILDING B CROSS SECTION THROUGH STAIRS SCALE: 1/4" = 1'-0" 2 0 2' 4' 8' BUILDING B CROSS SECTION

BUILDING B
GSPublisherVersion 0.0.100.99
A4.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
BUILDING A. SOUTH

AND NORTH

ELEVATION

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
1'-6"
1'-6"
1'-6"
1'-6"
W9 W25 W34
W31
W17
W15 W23
W26
W6
W10
W32
W33
W5 W16
W18
W24
W48
W44
W43W49
10 10
10 10
EV
1s 2s 3s 4s 5s 6s
101'-8"
±0"FIRST STORY
+28'
ROOF
+30'TOP OF BUILDING
17'-10" 21' 20'-11" 21' 20'-11"
9 6 9 6
9 9
6 6 6
6 5
3 8
2 52
52 52
52 52
52 52
52 52
52 5252
52 52
52 52
52 52
8 9 8 9 8
10 7
7 7
7 52
9 9
9 9
20'-11" 21' 20'-11" 21' 17'-10"
101'-8"
±0" FIRST STORY
+7"
+9'2ND STORY+18'-6"3RD STORY
+28'ROOF
+30'TOP OF BUILDING
3'
1'-6"
1'-6"
1'-6"
1'-6"
W40
W39 W29 W21 W13
D15
W7
W11
W3
W47 D25
W35 W27 W19
W30 W14
D75 D57
W36
D66 W28 W20 D34
D7
D44
W12
D52 D1
W22
D71 D39
W1

FENCE MAX
HEIGHT
10 10
10 10
10 10
1 6s 5s 4s 3s 2s 1s
9 6
5 5
9 6
5 5
9 4
5 5 5 5 5 5
5 5 5 5 5
5 5 5
3 3 3 3
3 3 3 3 3 3
4 4 4
4 4
5 5
7 7
7 7
7 7
2 2
52 5
2 2 2 2 2
5 2 2 2
52 52
52 6
4 2
2 52
52 52
52 3 3 3
9 6 6
MATERIAL KEY1 ADDRESS, HOUSE, UNIT

NUMBERS AND LETTERING
2 DARK GREY TRIM3 STONE VENEER
4 METAL RAILING5 MARVIN, SIGNATURE MODERN COLLECTION, GRAPHITE BLACK 9011, GUNMETAL FINISH
6 STUCCO, CAPAROL 3D SYSTEM+ R: 234 G:230 B: 228 KUHLWEISS7 ALUMINUM V-REVEAL CHANNEL8 WOOD GARAGE DOOR 9 STUCCO, WHITE10 OAK/WALNUT FINISH11 MAIL/PARCEL BOXES SCALE: 1/4" = 1'-0" 2 0 2' 4' 8' SOUTH ELEVATION
SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' NORTH ELEVATION

BUILDING A
GSPublisherVersion 0.0.100.99
A4.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

EAST ELEVATION

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
B
±0"FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
+30'TOP OF BUILDING
±0"FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
+30'TOP OF BUILDING
86'-5 1/2"
6"
19'
20'

DRIVEWAY AISLE
2'-9" 4'
8'
8'-7"
5'-6 1/2" 27'-3" 2' 20'-3" 1'-11" 20'-9" 8'-9"
W89
W83 W38 W37
W42
D72
W46 W45
W93W96
W90 W41
W88
W82

PRESSURE VACUUMBREAKER

MASTER VALVE

GATE VALVE

FLOW SENSOR
W99
D160
D142
D82

PROPERTY
LINE
10 10
10 1010
10 A C D E F G H
D142
9 6
6 6
6 3
6 3
3 3
9 9
5 4 4 4
7 7
2 52
52 52
52 52
5252
52 52
52 52
52 6 10 10
7 7
4 6 6
MATERIAL KEY1 ADDRESS, HOUSE, UNIT

BUILDING B BUILDING A
GSPublisherVersion 0.0.100.99
A4.2
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
BUILDING B. SOUTH

AND NORTH

ELEVATIONS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
1s
1'-6"
1'-6"
1'-6"
W94
W95 W78
W79
W85 W86 W87 W74 W65
W69 W70
W51 W52
D125 D106
D144
D162
W61
W75 W66
W62
10 10
EV EV
6s 5s 4s 3s 2s
±0"FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
+30'TOP OF BUILDING
83'-5"
6 5
9 9 6
8 9
3 6
6 6
6 9
2 52
52 52
52 52
52 52
52 52
52 52
52 52
8 8
7 7 7
7 9 9
1s 2s 3s 4s 5s 6s
83'-5"
±0"FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
+30'FIRST STORY
1'-6"
1'-6"
W92
W84
W97
D123 D88
W50
W60 W80
W71
W68 W76 D132 D112
D104
W64 W73
W77 W91
W56
D92
W55 W67
W63 W72 W81 W98
D148
6 6
6 6
6 9
9 9
9 6 3
10 5
4 7
4 4
11 9
2 52
52 52
52 52
52 52
52 52 5
2 52
52 52
52 52
52 10
7 7
7 7
52 52
9 9
9 10
MATERIAL KEY1 ADDRESS, HOUSE, UNIT

NUMBERS AND LETTERING
2 DARK GREY TRIM3 STONE VENEER
4 METAL RAILING5 MARVIN, SIGNATURE MODERN COLLECTION, GRAPHITE BLACK 9011, GUNMETAL FINISH
6 STUCCO, CAPAROL 3D SYSTEM+ R: 234 G:230 B: 228 KUHLWEISS7 ALUMINUM V-REVEAL CHANNEL8 WOOD GARAGE DOOR 9 STUCCO, WHITE10 OAK/WALNUT FINISH11 MAIL/PARCEL BOXES SCALE: 1/4" = 1'-0" 1 0 2' 4' 8' NORTH ELEVATIONSCALE: 1/4" = 1'-0" 2 0 2' 4' 8' SOUTH ELEVATION

SLIDING GATE

METAL ROOF

BUILDING B
GSPublisherVersion 0.0.100.99
A4.3
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

WEST ELEVATION

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
B
±0"FIRST STORY
+9'SECOND STORY
+18'-6"THIRD STORY
+28'ROOF
+30'

TOP OF BUILDING
±0"FIRST STORY
+9'SECOND STORY
86'-5 1/2"
1'-7 1/2" 1'-11 1/2"
+18'-6"THIRD STORY
+28'ROOF
+30'TOP OF BUILDING
20'

DRIVEWAY AISLE
8'-9" 20'-9" 1'-11" 20'-3" 2' 27'-3" 5'-6 1/2"
1'-6"
D161
W53
W4
W8

ELECTRIC METERS
W58 W59
W57
W54

ELECTRIC METERS

PROPERTY
LINE
M M

H G F E D C A
9 10
10 10
10 5
6 6
6 6 9
2 52
52 52
52 10
3 6
52 52
MATERIAL KEY1 ADDRESS, HOUSE, UNIT

BUILDING A BUILDING B
GSPublisherVersion 0.0.100.99
A4.4
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

FENCING PLAN &

ELEVATIONS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
2 1
3 BUILDING B

BUILDING A
8' HEIGHT WALLAT PROPERTY
1'-6" HEIGHT WALL AROUNDEACH FRONT YARD
8' HEIGHT WALLAT PROPERTY

PROPERTYLINE
135th Avenue
E 14th Street
6s 5s 4s 3s 2s 1s
1'-6"
10'-4" 4' 13'-2" 4' 10'-1" 10'-3" 4'-2" 6'-6" 7' 4' 13'-8" 4' 20'-11" 21' 20'-11" 21' 17'-10"
3'

STONEVENEER

H G F E D C B A
102'-10"
8'

CMU BLOCKWALL
1s
8'
2s 3s 4s 5s 6s

CMU BLOCKWALL
N
SCALE: 1" = 10' 1 0 5' 10' 20' FENCING PLAN
SCALE: 1/8" = 1'-0" 2 0 4' 8' 16' FENCING ELEVATION 1SCALE: 1/8" = 1'-0" 3 0 4' 8' 16' FENCING ELEVATION 2SCALE: 1/8" = 1'-0" 4 0 4' 8' 16' FENCING ELEVATION 3 GSPublisherVersion 0.0.100.99
A7.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

SCHEDULES

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
Building A Door Schedule
Element IDD1D2D3D4D5D6D7D8D9D10D11D12D13D14D15D16D17D18D19D20D21D22D23D24D25D26D27D28D29D30D31D32D33D34D35D36D37D38D39D40D41D42D43D44D45D46D47D48D49D50D51D52D53D54D55D56D57D58D59D60D61D62D63D64D65D66D67D68D69D70D71D72D73D74D75D76D77D78D79D80D81D82 W x H Size3'×7'3'×7'4'-8"×7'2'-10"×7'2'-8"×7'2'-2"×6'-11"6'×7'2'-6"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-9"×7'2'-8"×7'2'-10"×7'2'-10"×7'16'×7'3'-2"×7'2'-10"×7'2'-8"×7'2'-10"×6'-11"2'-10"×6'-11"7'×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'6'×7'3'-8"×7'3'-8"×7'2'-10"×7'2'-10"×7'16'×7'3'-2"×7'2'-10"×7'6'×7'2'-8"×7'2'-8"×7'2'-2"×6'-11"2'-2"×6'-11"2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'6'×7'2'-8"×7'2'-8"×7'5'-10"×7'2'-10"×7'2'-10"×7'16'×7'1'-8"×7'2'-10"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'5'-3"×7'2'-8"×7'2'-8"×7'4'×7'4'×7'2'-10"×7'2'-10"×7'16'×7'2'-7"×7'2'-10"×7'2'-8"×7'2'-8"×7'2'-2"×6'-11"2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'2'-8"×7'5'-3"×7'2'-8"×7'2'-8"×7'7'×7' OrientationR

RRLRLLRRRLRRRLLLLLLLLRLLRLLLLLRRLRLRRRLRLRRLRRRRRLLLLLLLRLLLLLRRRRLRRRRLRRLRRRRLR Building A Window Schedule
Element IDW1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W16W17W18W19W20W21W22W23W24W25W26W27W28W29W30W31W32W33W34W35W36W37W38W39W40W41W42W43W44W45W46W47W48W49 W x H Size6'×3'-9"3'-10"×2'-6"2'-6"×2'-6"2'-6"×4'-6"2'×2'-6"6'×4'6'×5'-6"6'×5'-6"2'×2'-6"6'×5'-6"2'-6"×2'-6"6'×3'-9"2'-6"×2'-6"6'×5'-6"6'×4'2'×2'-6"6'×5'-6"2'×2'-6"6'×5'-6"6'×3'-9"2'-6"×2'-6"3'×5'-6"6'×4'2'×2'-6"2'×2'-6"6'×5'-6"6'×5'-6"6'×3'-9"2'-6"×2'-6"6'×5'-6"2'×2'-6"6'×4'6'×5'-6"2'×2'-6"6'×5'-6"6'×3'-9"3'×2'-6"3'×2'-6"2'-6"×2'-6"3'×5'-6"6'×3'-6"3'×3'-6"6'×4'2'×2'-6"6'×5'3'×3'-6"6'×5'2'×2'-6"6'×5'-6" OrientationLRLLLLLLLLLLLRLLLRLRRRLRLLLLRRLLLRLLLLRLRLLRLLLLR Sill Height
3'-3"4'-6"5'4'5'3'-6"1'-6"2'5'2'4'-6"3'-3"5'2'3'-6"5'2'5'1'-6"3'-3"5'2'3'-6"5'5'2'1'-6"3'-3"5'2'5'3'-6"2'5'1'-6"3'-5"4'5'5'2'3'-6"3'-6"3'-6"5'2'3'-6"2'5'2' Notes

EGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESS Building B Door Schedule
Element IDD88D89D90D91D92D93D94D95D96D97D98D99D100D101D102D103D104D105D106D107D108D109D110D111D112D113D114D115D116D117D118D119D120D121D122D123D124D125D126D127D128D129D130D131D132D133D134D135D136D137D138D139D140D141D142D143D144D145D146D147D148D149D150D151D152D153D154D155D156D157D158D159D160D161D162 W x H Size2'-10"×7'8'-2"×7'2'-10"×7'3'×7'2'-8"×7'2'-8"×7'2'-2"×6'-10 1/2"2'×6'-10 1/2"2'-8"×7'2'-8"×7'2'-8"×6'-10 1/2"2'-8"×7'2'-8"×7'6'×7'5'-8"×7'5'-8"×7'2'-10"×7'2'-10"×7'16'×7'6'×7'2'-10"×7'3'×7'2'-8"×7'2'×6'-10 1/2"2'-8"×7'2'-2"×6'-10 1/2"2'-8"×7'2'-8"×7'2'-8"×7'2'-11"×6'-10 1/2"2'-8"×7'6'×7'6'×7'2'-8"×7'6'-10"×7'2'-10"×7'2'-10"×7'16'×7'6'×7'2'-10"×7'3'×7'2'×6'-10 1/2"2'-2"×6'-10 1/2"2'-8"×7'2'-8"×7'2'-8"×7'2'-11"×6'-10 1/2"2'-8"×7'2'-8"×7'2'-8"×7'6'×7'5'-4"×7'2'-8"×7'6'-10"×7'2'-10"×7'2'-10"×7'16'×7'2'-10"×7'6'×7'3'×7'2'-8"×7'2'-8"×7'2'×6'-10 1/2"2'-2"×6'-10 1/2"2'-8"×7'2'-8"×7'2'-8"×7'2'-11"×6'-10 1/2"2'-8"×7'5'-4"×7'6'-10"×7'2'-8"×7'7'×7'2'-11"×7'9'×7' OrientationRLRRRLRRRRLRLRLLLLLRLLRLLLRRLLLRLRLRRLLRRRRLRRRRLLLRLRLLLR

LLLRLLRRLLLLLRRRL
Building B Window Schedule
Element IDW50W51W52W53W54W55W56W57W58W59W60W61W62W63W64W65W66W67W68W69W70W71W72W73W74W75W76W77W78W79W80W81W82W83W84W85W86W87W88W89W90W91W92W93W94W95W96W97W98W99 W x H Size2×11×12×11×22×21×21×21×11×22×12×12×21×11×12×12×11×11×21×22×22×22×11×12×11×12×11×21×22×22×22×11×11×11×12×11×11×11×11×21×11×11×22×22×12×22×22×12×11×11×1 OrientationRRLLLLRRRLLLRLLLLRLLLRRLRLRLRRRRRLLRRRLRRLLLRLRLRL Sill Height
12111002111111112001111121001111111112111001111111
Notes

EGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESSEGRESS GSPublisherVersion 0.0.100.99
A8.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com
3D VIEWS

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
3 VIEW FROM 135th AVENUE 1 FRONT VIEW FROM INTERSECTION ON EAST 14th ST and 135th AVE 2 VIEW FROM E 14th STREET 4 VIEW FROM 135th AVENUE
GSPublisherVersion 0.0.100.99
A8.1
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

BUILDING MATERIAL
BOARD

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
3"
1 STUCCO, WHITE MARVIN, SIGNATURE MODERN COLLECTION,
GUNMETAL FINISH, GRAPHITE BLACK 9011
3 OAK FINISH
STUCCO, CAPAROL 3D SYSTEM PLUSR: 234 G:230 B: 228 KUHLWEISS

GARAGE DOOR

METAL RAILING
5 6
9 10

ADDRESS, HOUSE AND UNIT NUMBERS
8 STONE VENEER
MAIL AND PARCEL BOXES 11
2 DEEP REVEAL AND DARK GREY TRIM AROUND THE OPENINGS
7 ALUMINUM V-REVEAL CHANNEL
3"
4 GSPublisherVersion 0.0.100.99
A8.2
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

SITE MATERIAL
BOARD

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
13 GRASS & CONCRETE

PERMEABLECONCRETE PAVERS
(243,240,237)
12 14
CONCRETE rgb(243,240,237)
GSPublisherVersion 0.0.100.99
SW-0.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

STORMWATER

REQUIREMENTS

CHECKLIST

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
1 Last updated January 14, 2016
I.A. Enter Project Data (For “C.3 Regulated Projects,” data will be reported in the municipality’s stormwater Annual Report.) I.A.1 Project Name: I.A.2 Project Address
(include cross street):

I.A.3 Project APN: I.A.4 Project Watershed1:I.A.5 Applicant Name: I.A.6 Date Submitted: I.A.7 Applicant Address: I.A.8 Applicant Phone: I.A.9 Applicant Email Address:

I.A.10 Development type:
(check all that apply)
Residential Commercial Industrial Mixed-Use Streets, Roads, etc. ‘Redevelopment’ as defined by MRP: creating, adding and/or replacing exterior existing impervious surface on a site where past development has occurred2 ‘Special land use categories’ as defined by MRP: (1) auto service facilities3, (2) retail gasoline outlets, (3) restaurants3, (4) uncovered parking area (stand-alone or part of a larger project) I.A.11 Project Description4:
(Also note any past or future phases of the project.)
I.A.12 Total Area of Site: acres I.A.13 Slope on Site: % I.A.14 Total Area of land disturbed during construction (include clearing, grading, excavating and stockpile area:____ acres.

I.B. Is the project a “C.3 Regulated Project” per MRP Provision C.3.b? I.B.1 Enter the amount of impervious surface4 created and/or replaced by the project (if the total amount is 5,000 sq.ft. or more):

Table of Impervious and Pervious Surfaces
a b C d
Type of Impervious Surface
Pre-Project
Impervious
Surface (sq.ft.)
Existing
Impervious
Surface to be
Replaced7 (sq.ft.)
New Impervious
Surface to be
Created7 (sq.ft.)
Post-project
pervious
surface
(sq.ft.)
Roof area(s) – excluding any portion of the roof that is vegetated (“green roof”) N/A
Impervious5 sidewalks, patios, paths, driveways Impervious5 uncovered parking6Streets (public) Streets (private) Totals:

Area of Existing Impervious Surface to remain in place N/A Total New Impervious Surface (sum of totals for columns b and c):
1 Watershed is defined by the maps from the Alameda County Flood Control District at http://acfloodcontrol.org/resources/explore-watersheds 2 Roadway projects that replace existing impervious surface are subject to C.3 requirements only if one or more lanes of travel are added. 3 Standard Industrial Classification (SIC) codes are in Section 2.3 of the C.3 Technical Guidance (download at www.cleanwaterprogram.org) 4 Project description examples: 5-story office building, industrial warehouse, residential with five 4-story buildings for 200 condominiums, etc. 5 Per the MRP, pavement that meets the following definition of pervious pavement is NOT an impervious surface. Pervious pavement is defined as pavement that stores and infiltrates rainfall at a rate equal to immediately surrounding unpaved, landscaped areas, or that stores and infiltrates the rainfall runoff volume described in Provision C.3.d. 6 Uncovered parking includes top level of a parking structure.7 “Replace” means to install new impervious surface where existing impervious surface is removed. “Create” means to install new impervious surface where there is currently no impervious surface.

Stormwater Requirements ChecklistMunicipal Regional Stormwater Permit (MRP 2.0)Stormwater Controls for Development Projects CITY OF SAN LEANDRO ADDRESS: 835 E 14th Street
San Leandro, CA 94577 PHONE: (510) 577- 3428 FAX: (510) 577- 3294 I. Applicability of C.3 and C.6 Stormwater Requirements

0.28 0.28Shoonya LLC077D-1405-1-1Hillcrest Village
8,338
00 0 8,338 3,932
0 00 0
0 0 00 0 1,7170 0 6,621
1 9 unit, 3 story townhome development with associated improvements ✔
505-353-1173 [email protected] 6th St, Union City, CA 94587 Estudillo Canal
12489 E 14th St (135th Ave)
Stormwater Requirements Checklist
2 Last updated January 14, 2016
I.B. Is the project a “C.3 Regulated Project” per MRP 2.0 Provision C.3.b? (continued) Yes No NA
I.B.2 In Item I.B.1, does the Total New Impervious Surface equal 10,000 sq.ft. or more? If YES, skip to Item I.B.5 and check “Yes.” If NO, continue to Item I.B.3.

I.B.3 Does the Item I.B.1 Total New Impervious Surface equal 5,000 sq.ft. or more, but less than 10,000 sq.ft? If YES, continue to Item I.B.4. If NO, skip to Item I.B.5 and check “No.” I.B.4 Is the project a “Special Land Use Category” per Item I.A.10? For uncovered parking, check YES only if there is 5,000 sq.ft or more uncovered parking. If NO, go to Item I.B.5 and check “No.” If YES, go to Item I.B.5 and check “Yes.” I.B.5 Is the project a C.3 Regulated Project? If YES, go to Item I.B.6; if NO, continue to Item I.C.I.B.6 Does the total amount of Replaced impervious surface equal 50 percent or more of the Pre-Project Impervious Surface? If YES, stormwater treatment requirements apply to the whole site; if NO, these requirements apply only to the impervious surface created and/or replaced.

I.B.7 Is the project installing a total of 3,000 sq.ft. or more (excluding private-use patios in single family homes, townhomes, or condominiums) of new pervious pavement systems? (Pervious pavement systems include pervious concrete, pervious asphalt, pervious pavers and grid pavers etc. and are described in the C3 Technical Guidance at www.cleanwaterprogram.org) If YES, stormwater treatment system inspection requirements (C.3.h) apply; (Municipal staff – add this site to your list of sites needing a final inspection at the end of construction and on-going O&M inspections.) If NO, inspection requirements only apply if there are other treatment systems installed on the project.

I.C. Projects that are NOT C.3 Regulated Projects
If you answered NO to Item I.B.5, or the project creates/replaces less than 5,000 sq. ft. of impervious surface, then the project is NOT a C.3 Regulated Project, and stormwater treatment is not required, BUT the municipality may determine that source controls and site design measures are required. Skip to Section II.

I.D. Projects that ARE C.3 Regulated Projects
If you answered YES to Item I.B.5, then the project is a C.3 Regulated Project. The project must include appropriate site designmeasures and source controls AND hydraulically-sized stormwater treatment measures. Hydromodification management may also be required; refer to Section II to make this determination. If final discretionary approval was granted on or after DECEMBER 1, 2011, Low Impact Development (LID) requirements apply, except for “Special Projects.” See Section II.

I.E. Identify C.6 Construction-Phase Stormwater Requirements Yes No
I.E.1 Does the project disturb 1.0 acre (43,560 sq.ft.) or more of land? (See Item I.A.14). If Yes, obtain coverage under the state’s Construction General Permit at https://smarts.waterboards.ca.gov/smarts/faces/SwSmartsLogin.jsp. Submit to the municipality a copy of your Notice of Intent and Storm Water Pollution Prevention Plan (SWPPP) before a grading or building permit is issued.

I.E.2 Is the site a “High Priority Site” that disturbs less than 1.0 acre (43,560 sq.ft.) of land? (Municipal staff will make the final determination.) “High Priority Sites” are sites having any of the following criteria:
that require a grading permit, are adjacent to a creek, or are otherwise high priority for stormwater protection during construction (see MRP 2.0 Provision C.6.e.ii.(2)(c))
I.E.3 Is the site a “Hillside Site” that disturbs 5,000 sq.ft. or more, but less than 1.0 acre (43,560 sq.ft.) of land? (Municipal staff will make the final determination.) “Hillside Sites” are located on hillsides, as indicated on a jurisdictional map of hillside development areas or as indicated by meeting jurisdictional hillside development criteria. If no map or criteria exist, then Hillside Sites are sites with a slope of 15% or more (see I.A.13 above and MRP 2.0 Provision C.6.e.ii.(2)(b)). ¾ NOTE TO APPLICANT: All projects require appropriate stormwater best management practices (BMPs) during construction. Refer to the Section II to identify appropriate construction BMPs. ¾ NOTE TO MUNICIPAL STAFF: If the answer is “Yes” to I.E.1, I.E.2, OR I.E.3, refer this project to construction site inspection staff to be added to their list of projects that require stormwater inspections at least monthly during the wet season (October 1 through April 30) and other times of the year as appropriate. ✔✔
Stormwater Requirements Checklist
3 Last updated January 14, 2016
II.A. Complete the appropriate sections for the project. For non-C.3 Regulated Projects, Sections II.B, II.C, and II.D apply. For C.3 Regulated Projects, all sections of Section II apply. II.B. Select Appropriate Site Design Measures ¾ Required for C.3 Regulated Projects. ¾ Starting December 1, 2012, projects that create and/or replace 2,500 - 10,000 sq.ft. of impervious surface, and standalone single family homes that create/replace 2,500 sq.ft. or more of impervious surface, must include one of Site Design Measures a through f.8
¾ All other projects are encouraged to implement site design measures, which may be required at municipality discretion.
¾ Consult with municipal staff about requirements for your project.

II.B.1 Is the site design measure included in the project plans? 8 See MRP Provision C.3.a.i(6) for non-C.3 Regulated Projects, C.3.c.i(2)(a) for Regulated Projects, C.3.i for projects that create/replace 2,500 to 10,000 sq.ft. of impervious surface and stand-alone single family homes that create/replace 2,500 sq.ft. or more of impervious surface.

Yes No
Plan
Sheet No.
a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or other non-potable use.
b. Direct roof runoff onto vegetated areas. c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas. d. Direct runoff from driveways and/or uncovered parking lots onto vegetated areas.
e. Construct sidewalks, walkways, and/or patios with pervious surfaces. Use the specifications in the C3 Technical Guidance (Version 4.1) or for small projects see the BASMAA Pervious Paving Factsheet. For these documents and others go to www.cleanwaterprogram.org and click on “Resources.” f. Construct bike lanes, driveways, and/or uncovered parking lots with pervious surfaces. Use the specifications in the C3 Technical Guidance (Version 4.1) or for small projects see the BASMAA Pervious Paving Factsheet. For these documents and others go to the program website at: www.cleanwaterprogram.org and click on “Resources.” g. Minimize land disturbance and impervious surface (especially parking lots). h. Maximize permeability by clustering development and preserving open space.
i. Use micro-detention, including distributed landscape-based detention. j. Protect sensitive areas, including wetland and riparian areas, and minimize changes to the natural topography.
k. Self-treating area (see Section 4.1 of the C.3 Technical Guidance) l. Self-retaining area (see Section 4.2 of the C.3 Technical Guidance) m. Plant or preserve interceptor trees (Section 4.5, C.3 Technical Guidance) II. Implementation of Stormwater Requirements
✔✔✔✔✔✔✔
✔✔
✔
✔✔
✔
Stormwater Requirements Checklist
4 Last updated January 14, 2016
II.C. Select appropriate source controls (Applies to C.3 Regulated Projects; encouraged for other projects. Consult municipal staff.9) 9 See MRP Provision C.3.a.i(7) for non-C.3 Regulated Projects and Provision C.3.c.i(1) for C.3 Regulated Projects. 10 Any connection to the sanitary sewer system is subject to sanitary district approval. 11 Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities.

Are these
features in
project?
Features that
require source
control
measures
Source control measures
(Refer to Local Source Control List for detailed requirements) Is source control
measure included
in project plans?
Yes No Yes No
PlanSheet No.

Storm Drain Mark on-site inlets with the words “No Dumping! Flows to Bay” or equivalent. Floor Drains Plumb interior floor drains to sanitary sewer10 [or prohibit]. Parking garage Plumb interior parking garage floor drains to sanitary sewer.9 Landscaping Retain existing vegetation as practicable. Select diverse species appropriate to the site. Include plants that are pestand/or disease-resistant, drought-tolerant, and/or attract beneficial insects. Minimize use of pesticides and quick-release fertilizers. Use efficient irrigation system; design to minimize runoff.

Pool/Spa/Fountain Provide connection to the sanitary sewer to facilitate draining.9 Food Service
Equipment (nonresidential)
Provide sink or other area for equipment cleaning, which is: Connected to a grease interceptor prior to sanitary sewer discharge. 9 Large enough for the largest mat or piece of equipment to be cleaned. Indoors or in an outdoor roofed area designed to prevent stormwater run-on and run-off, and signed to require equipment washing in this area.

Refuse Areas Provide a roofed and enclosed area for dumpsters, recycling containers, etc., designed to prevent stormwater run-on and runoff.
Connect any drains in or beneath dumpsters, compactors, and tallow bin areas serving food service facilities to the sanitary sewer.9 Outdoor Process
Activities 11 Perform process activities either indoors or in roofed outdoor area, designed to prevent stormwater run-on and runoff, and to drain to the sanitary sewer.9 Outdoor
Equipment/ MaterialsStorage
Cover the area or design to avoid pollutant contact with stormwater runoff. Locate area only on paved and contained areas. Roof storage areas that will contain non-hazardous liquids, drain to sanitary sewer9, and contain by berms or similar.

Vehicle/
Equipment Cleaning
Roofed, pave and berm wash area to prevent stormwater run-on and runoff, plumb to the sanitary sewer9, and sign as a designated wash area. Commercial car wash facilities shall discharge to the sanitary sewer.9 Vehicle/
Equipment Repair and Maintenance
Designate repair/maintenance area indoors, or an outdoors area designed to prevent stormwater run-on and runoff and provide secondary containment. Do not install drains in the secondary containment areas. No floor drains unless pretreated prior to discharge to the sanitary sewer. 9 Connect containers or sinks used for parts cleaning to the sanitary sewer. 9 Fuel
Dispensing Areas
Fueling areas shall have impermeable surface that is a) minimally graded to prevent ponding and b) separated from the rest of the site by a grade break. Canopy shall extend at least 10 ft in each direction from each pump and drain away from fueling area.

Loading Docks Cover and/or grade to minimize run-on to and runoff from the loading area. Position downspouts to direct stormwater away from the loading area. Drain water from loading dock areas to the sanitary sewer.9 Install door skirts between the trailers and the building.

Fire Sprinklers Design for discharge of fire sprinkler test water to landscape or sanitary sewer.9 Miscellaneous Drain or Wash Water
Drain condensate of air conditioning units to landscaping. Large air conditioning units may connect to the sanitary sewer.9
Roof drains shall drain to unpaved area where practicable. Drain boiler drain lines, roof top equipment, all washwater to sanitary sewer 9.

Architectural
Copper
Discharge rinse water to sanitary sewer 9, or collect and dispose properly offsite. See flyer “Requirements for Architectural Copper.” ✔
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Stormwater Requirements Checklist
5 Last updated January 14, 2016
II.D. Implement Construction Best Management Practices (BMPs) (Applies to all projects – see Provision C.6 for more details.) PROJECTS THAT ARE NOT C.3 REGULATED PROJECTS STOP HERE! Yes No Best Management Practice (BMP)
Attach the municipality’s construction BMP plan sheet to project plans and require contractor to implement the applicable BMPs on the plan sheet. Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. Delineate with field markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones, trees, and drainage courses. Provide notes, specifications, or attachments describing the following: Construction, operation and maintenance of erosion and sediment controls, include inspection frequency; Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of excavated or cleared material;
Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization; Provisions for temporary and/or permanent irrigation.

Perform clearing and earth moving activities only during dry weather. Use sediment controls or filtration to remove sediment when dewatering and obtain all necessary permits. Protect all storm drain inlets in vicinity of site using sediment controls such as berms, fiber rolls, or filters. Trap sediment on-site, using BMPs such as sediment basins or traps, earthen dikes or berms, silt fences, check dams, soil blankets or mats, covers for soil stock piles, etc. Divert on-site runoff around exposed areas; divert off-site runoff around the site (e.g., swales and dikes). Protect adjacent properties and undisturbed areas from construction impacts using vegetative buffer strips, sediment barriers or filters, dikes, mulching, or other measures as appropriate. Limit construction access routes and stabilize designated access points. No cleaning, fueling, or maintaining vehicles on-site, except in a designated area where washwater is contained and treated. Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater. Contractor shall train and provide instruction to all employees/subcontractors re: construction BMPs. Control and prevent the discharge of all potential pollutants, including pavement cutting wastes, paints, concrete, petroleum products, chemicals, washwater or sediments, rinse water from architectural copper, and non-stormwater discharges to storm drains and watercourses. ✔✔✔✔✔
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Stormwater Requirements Checklist
6 Last updated January 14, 2016
II.E. Biotreatment, Infiltration and Rain Water Harvesting and Use.

MRP 2.0 no longer requires that a feasibility analysis of infilration and rainwater harvesting be conducted. However, applicants using biotreatment are encouraged to maximize infiltration of stormwater if site conditions allow. If feasible and desired, infiltration and rainwater harvesting may be cost effective solutions depending on the project.

II.F. Stormwater Treatment Measures (Applies to C.3 Regulated Projects) II.F.1 Check the applicable box and indicate the treatment measures to be included in the project. *Hydraulic Sizing Method: Indicate which of the following Provision C.3.d.i hydraulic sizing methods were used: 1. Volume based approaches – Refer to Provision C.3.d.i.(1):
1(a) Urban Runoff Quality Management approach, or 1(b) 80% capture approach (recommended volume-based approach).

2. Flow-based approaches – Refer to Provision C.3.d.i.(2):
2(a) 10% of 50-year peak flow approach, 2(b) Percentile rainfall intensity approach, or 2(c) 0.2-Inch-per-hour intensity approach (this is recommended flow-based approach AND the basis for the 4% rule of thumb described in Section 5.1 of the C.3 Technical Guidance).

3. Combination hydraulic sizing approach -- Refer to Provision C.3.d.i.(3):

If a combination flow and volume design basis was used, indicate which flow-based and volume-based criteria were used. 12 See Section 6.1 of the C.3 Technical Guidance for conditions in which bioretention areas provide bioinfiltration.

Yes No
Is the project a Special Project? (See Appendix K of the C.3 Technical Guidance for criteria.) If Yes, complete the Special Projects Worksheet (go to the program website at: www.cleanwaterprogram.organd click on “Resources”) and consult with municipal staff about the need to prepare a discussion of the feasibility and infeasibility of 100% LID treatment. Indicate the type of non-LID treatment to be used, the hydraulic sizing method*, and percentage of the amount of runoff specified in Provision C.3.d that is treated: Non-LID Treatment Hydraulic sizing method* % of C.3.d amount of runoff treated Media filter Tree well filter
Is the project using biotreatment to treat the C.3.d amount of runoff? For more information on infiltration and rainwater harvesting and use of stormwater, refer to the C3 Technical Guidance downloadable at the program website: www.cleanwaterprogram.orgIf Yes, indicate the biotreatment measures to be used, and the hydraulic sizing method: Biotreatment Measures Hydraulic sizing method* Bioretention area Flow-through planter Other (specify):

Is the project using infiltration or rainwater harvesting/use? For more information on infiltration and rainwater harvesting and use of stormwater, refer to the C3 Technical Guidance downloadable at the program website: www.cleanwaterprogram.orgIf Yes, indicate the measures to be used, and hydraulic sizing method: LID Treatment Measure (non-biotreatment) Hydraulic sizing method* Rainwater harvesting and use Bioinfiltration12Infiltration trench Other (specify):

Stormwater Requirements Checklist
7 Last updated January 14, 2016
II.G. Is the project a Hydromodification Management13 (HM) Project? (Complete this section for C.3 Regulated Projects) II.G.1 Does the project create and/or replace 1 acre (43,560 sq. ft.) or more of impervious surface? (Refer to Item I.B.1.) Yes. Continue to Item II.G.2. No. The project is NOT required to incorporate HM measures. Skip to Item II.G.6 and check “No.” II.G.2 Is the total impervious area increased over the pre-project condition? (Refer to Item I.B.1.) Yes. Continue to Item II.G.3.No. The project is NOT required to incorporate HM measures. Skip to Item II.G.6 and check “No.” II.G.3 Is the site located in a tidally influenced/depositional area, or in the extreme eastern portion of the county that is not subject to HM requirements? (See HMP Susceptibility Map in Appendix I of the C.3 Technical Guidance.) Yes. Project is exempt from HM requirements. Attach map indicating project location. Skip to II.G.6 and check “No”.No. Continue to II.G.4.

II.G.4 Is the site located in a high slope zone or special consideration watershed, as shown on the HMP Susceptibility Map? Yes. Project is subject to HM requirements. Attach map indicating project location. Skip to II.G.6 and check “Yes.”No. Continue to II.G.5.

II.G.5 For sites located in a white area on the HMP Susceptibility Map, has an engineer or qualified environmental professional determined that runoff from the project flows only through a hardened channel or enclosed pipe along its entire length before emptying into a waterway in the exempt area? Yes. Project is exempt from HM requirements. Attach signed statement by qualified professional. Go to II.G.6 and check “No.”No. Project is subject to HM requirements. Attach map indicating project location. Go to Item G.6 and check “Yes.” II.G.6 Is the project a Hydromodification Management Project? Yes. The project is subject to HM requirements in Provision C.3.g of the Municipal Regional Stormwater Permit. No. The project is EXEMPT from HM requirements. HM requirements are impracticable. (Attach documentation needed to comply with the impracticability provision in MRP Attachment B.) ¾ If the project is subject to the HM requirements, incorporate in the project flow duration stormwater control measures designed such that post-project stormwater discharge rates and durations match pre-project discharge rates and durations. The Bay Area Hydrology Model (BAHM) has been developed to size flow duration controls. See www.bayareahydrologymodel.org. Guidance is provided in Chapter 7 of the C.3 Technical Guidance.

II.H Stormwater Treatment Measure and/HM Control Owner or Operator’s Information:

Name:

Address: Phone: Email:
¾ Applicant must call for inspection and receive inspection within 45 days of installation of treatment measures and/or hydromodification management controls.

Name of applicant completing the form:

Signature: Date:
13 Hydromodification is the modification of a stream’s hydrograph, caused in general by increases in flows and durations that result when land is developed (made more impervious). The effects of hydromodification include, but are not limited to, increased bed and bank erosion, loss of habitat, increased sediment transport and deposition, and increased flooding. Hydromodification management control measures are designed to reduce these effects.

Stormwater Requirements Checklist
8 Last updated January 14, 2016
III.1 Alternative Certification: Was the treatment system sizing and design reviewed by a qualified third-party professional that is not a member of the project team or agency staff?
Yes No Name of Reviewer _________________________________________________________ III.2. Confirm Operations and Maintenance (O&M) Submittal:

The following questions apply to C.3 Regulated Projects and Hydromodification Management Projects.

Yes No N/A
III.2.a Was maintenance plan submitted? III.2.b Was maintenance plan approved? III.2.c Was maintenance agreement submitted? (Date executed: ) ¾ Attach the executed maintenance agreement as an appendix to this checklist.

III.3 Incorporate HM Controls (if required)
Are the applicable items for HM compliance included in the plan submittal? Yes No NA Documentation for HM Compliance
Site plans with pre- and post-project impervious surface areas, surface flow directions of entire site, locations of flow duration controls and site design measures per HM site design requirementSoils report or other site-specific document showing soil types at all parts of site If project uses the Bay Area Hydrology Model (BAHM), a list of model inputs. If project uses custom modeling, a summary of the modeling calculations with corresponding graph showing curve matching (existing, post-project, and post-project with HM controls curves), goodness of fit, and (allowable) low flow rate. If project uses the Impracticability Provision, a listing of all applicable costs and a brief description of the alternative HM project (name, location, date of start up, entity responsible for maintenance).

If the project uses alternatives to the default BAHM approach or settings, a written description and rationale. ¾ Municipal staff: Refer to the “Flow Duration Control Review Worksheet for HM Submittals” to review the documentation submitted for HM compliance.

III.4 Annual Operations and Maintenance (O&M) Submittals:

For C.3 Regulated Projects and Hydromodification Management Projects, indicate the dates on which the Applicant submitted annual reports for project O&M:

III.5 Comments:

III.6 Notes:

Section I Notes:

Section II Notes: Section III Notes:

III.7 Project Close-Out:

III.7.a Were final Conditions of Approval met?
III. For Completion By Municipal Staff
Stormwater Requirements Checklist
III.7.b Was initial inspection of the completed treatment/HM measure(s) conducted? (Date of inspection:______________)
III.7.c Was maintenance plan submitted?
(Date executed:_________________)
III.7.d Was project information provided to staff responsible for O&M verification inspections? (Date provided to inspection staff:_____________________) Name of staff confirming project is closed out:

Signature: Date:

Name of O&M staff receiving information:

Signature: Date:

Appendices
Appendix A: O&M Agreement Appendix B: O&M Annual Report Form 9 Last updated January 14, 2016
13489 E 14th St
GSPublisherVersion 0.0.100.99
GSPublisherVersion 0.0.100.99
GSPublisherVersion 0.0.100.99
GSPublisherVersion 0.0.100.99
L-0.0
13489 EAST 14th STREET, SAN LEANDRO, CA
January 31, 2022
A.P.N.: 77D-1405-1-1
HILLCREST VILLAGE, 9-UNIT MULTIFAMILY DEVELOPMENT
Copyright © 2022. All rights reserved. These drawings may not be used, copied or reproduced, in whole or in part, without express written permission of Avik Eloyan.

PRODUCTION DATE
0 3 8 13 NO DATE12 5

ELOYAN ARCHITECTS INC
1032 Second st. #7
Lafayette, CA, 94549
Ph. 415.966.1110.
www.eloyan.com

PRESCRIPTIVE PATH

CHECKLIST

LICENSEDARCHITECT

STATE OF CALIFORNIA
C 36084
REN. 05/30/2025

AVIK ELOYAN
Water Efficient Landscape Ordinance Tool KitWELO Tool Kit: Prescriptive Path (Appendix D) Checklist Page 1 of 4Prescriptive Path (Appendix D) ChecklistFor projects with less than 2,500 sf of total landscape area. A. Project Information Submittal Date ________________________________________________Application Number ________________________________________________Project Address ________________________________________________Project Type* F Residential F Non-residential Applicant Name ________________________________________________Applicant Email ________________________________________________Applicant Phone ________________________________________________Property Owner Name ________________________________________________Property Owner Email ________________________________________________Property Owner Phone ________________________________________________Water Supply Type ________________________________________________Water Supplier ________________________________________________Total Landscape Area (sf) * † ________________________________________________Total Turf Area (sf) ________________________________________________Total Non-turf Planting Area (sf) ________________________________________________ * Information required in an annual report to the State Department of Water Resources from the permitting agency. † Total landscape area equals all the irrigated planting areas, turf and water features and does not include the building footprint or hardscapes such as sidewalks, patios, parking lots or driveways.

Zero-01,319.0 [email protected] [email protected] W. Reddick - Low Water Landscapes, Inc.13489 E. 14th St., San Leandro, CA, 94578PLN22͈000601.22.20241,319.0Sf. (Multi-Family Residential)
Water Efficient Landscape Ordinance Tool KitWELO Tool Kit: Prescriptive Path (Appendix D) Checklist Page 2 of 4B. Landscape Design Plan

APPLICANT ITEM REVIEWER NOTES

PASS FAIL
F 1. Attach a landscape plan indicating the following: F FF a. Turf areas F FF b. High water use planting areas F FF c. Moderate water use planting areas F FF d. Low water use planting areas F FF e. Water features including swimming pools F FF f. Edible planting areas F FF g. Areas irrigated with recycled water F F C. Soil

APPLICANT ITEM REVIEWER NOTES

PASS FAIL
F 1. Incorporate compost at a rate of at least 4 cubic yards per 1,000 square feet to a depth of 6 inches into the landscape area (unless contra-indicated by a soil test).

This project will apply _________ cubic yards of compost F F
F 2. A minimum 3-inch layer of recycled mulch shall be applied on all exposed soil surfaces of planting areas except turf areas, or direct seeding applications wheremulch is contraindicated F F
NoneNone
N/A
IncludedIncluded
NoneNone
Included

5.5 Included
Tree Bubblers Only
WELO Tool Kit: Prescriptive Path (Appendix D) Checklist Page 3 of 4D. Plants

APPLICANT ITEM REVIEWER NOTES

PASS FAIL
F 1. Plant material shall comply with the following: F FF a. Residential projects only: F FF I. 75% of landscape area shall consist of plants that use little or no summer water (WUCOLS plant factor of 0.3 or lower), excluding edibles or areasusing recycled water.

F F
F II. No more than 25% of the landscape area will be planted with high water using plants
F F
F b. Non-residential projects only (including multifamily residential): F FF I. 100% of the landscape area shall consist of plants that use little or no summer water (WUCOLS plant factor of 0.3 or lower), excluding ediblesor areas using recycled water F F
F c. No invasive plants are planted. No plant species listed by the California Invasive Plant Council’s “Don’t Plant a Pest” brochure as invasive in the San Francisco Bay Area shall be planted.

F F
F 2. The use of turf shall comply with all of the following: F FF a. In nonresidential areas, turf is not used F FF b. In residential areas: F FF I. Turf, high water use plants, and water features shall, combined, not exceed 25% of the landscape area
F F
F II. Turf shall not be planted on slopes which exceed a slope of 1 foot vertical elevation change for every 4 feet or horizontal length
F F
F III. Turf is prohibited in parkways less than 10 feet wide. Exception: Parkway is adjacent to a parking strip and used to exit and enter vehicles AND turf is irrigated with subsurface irrigation
F F
WUCOLS plants database can be found online at: http://ucanr.edu/sites/WUCOLS/“Don’t Plant a Pest” brochure can be found at http://cal-ipc.org/landscaping/dpp/ No LawnN/A
WELO Tool Kit: Prescriptive Path (Appendix D) Checklist Page 4 of 4E. Irrigation

APPLICANT ITEM REVIEWER NOTES

PASS FAIL
F 1. Automatic irrigation controllers are required and must use evapotranspiration or soil moisture data and utilize a rain sensor.

F F
F 2. Pressure regulators are installed on the irrigation system to ensure dynamic pressure of the components are within the manufacturer’s recommendedpressure range.

F F
F 3. Manual-shut-off valves (such as gate, ball or butterfly valves) are installed as close as possible to the point of connection of the water supply.

F F
F 4. All irrigation emission devices must meet the requirements set in the ANSI standard ASABE/ICC 802-2014 “Landscape Irrigation Sprinkler and Emitter Standard.” All sprinkler heads installed must have a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014.

F F
F 5. Areas less than 10 feet in width in any direction shall be irrigated with subsurface irrigation or other means that produces no runoff or overspray.

F F
F 6. For non-residential projects with landscape areas of 1,000 sf or more, private submeter(s) to measure landscape water use shall be installed. F F F. SignatureI agree to comply with these Simplified Compliance requirements for the Water Efficient Landscape Plan Review._____________________________________________________________________________________Signature of Applicant or Property Owner or authorized representative _____________________________Date Jan. 22, 2024
N/A, 889 SF
GSPublisherVersion 0.0.100.99
FS
MV
IRR
PVB
E 14th StREET
E. 135th Avenue

COVERED

ADA PARKING

ROOFLINE

ROOFLINE
LOT A
4,666± SF
(EVAE, PUE, PSDE, PSSE)
LOT 1
844± SF
LOT 2
914± SF
LOT 4
888± SF
LOT 3
898± SF
LOT 5
965± SF
LOT 9
858± SF
LOT 8
755± SF
LOT 7
755± SF
LOT 6
724± SF
LOT A

PUE, PSDE, PSSE

COMMON AREA
RAIN
SENSOR
10'-0"
10'-0" 10'-0" 10'-0"

1. THE CONTRACTOR SHALL VERIFY ALL DISTANCES AND DIMENSIONS IN THE FIELD ANDBRING ANY DISCREPANCIES TO THE ATTENTION OF THE BUILDER AND LANDSCAPE ARCHITECT FOR A DECISION BEFORE PROCEEDING WITH THE WORK.

2. ALL WRITTEN DIMENSIONS SUPERSEDE ALL SCALED DISTANCES AND DIMENSIONS.

DIMENSIONS SHOWN ARE FROM THE FACE OF BUILDING, WALL, FACE OF CURB, EDGE

OF WALK, PROPERTY LINE, OR CENTERLINE OF STREET OR COLUMN UNLESS OTHERWISE NOTED ON THE DRAWINGS.

3. WALK SCORING, EXPANSION JOINTS AND HEADERS SHALL BE LOCATED AS INDICATED ON THE PLANS OR AS FIELD ADJUSTED UNDER THE DIRECTION OF THELANDSCAPE ARCHITECT.

4. THE CONTRACTOR IS TO VERIFY LOCATION OF ALL ON-SITE UTILITIES BEFORE COMMENCING WITH THE WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGED UTILITIES.

5. ALL WORK IS TO BE IN COMPLIANCE WITH THE CITY OF SAN LEANDRO CONDITIONS OF APPROVAL, STANDARD PLANS AND SPECIFICATIONS AS REQUIRED.

6. 811 DIG SERVICE ALERT SHALL BE REQUESTED AT BEFORE ANY EXTERIOR EXCAVATION OR DEMOLITION.

GENERAL LAYOUT NOTES:

1. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINE GRADING AND POSITIVE SURFACE DRAINAGE IN ALL LANDSCAPE AREAS. THE CONTRACTOR SHALL VERIFY ALL

ROUGH GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF

THE GENERAL CONTRACTOR, LANDSCAPE ARCHITECT AND CIVIL ENGINEER FOR A DECISION BEFORE PROCEEDING WITH THE WORK.

2. SEE SURVEY FOR ROAD SURFACE ELEVATIONS, ROADWAY
SECTIONS, CATCH BASINS, SIDEWALKS, AND TOP OF CURB ELEVATIONS.3. CONTRACTORS ARE TO EXERCISE EXTREME CARE IN BACKFILLING AND

COMPACTING ANY EXCAVATION OR TRENCHING IN AREAS PREVIOUSLY COMPACTED FOR OTHER ASPECTS OF THE WORK.

4. THE LANDSCAPE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED BY THEIR CONSTRUCTION OPERATIONS.

5. ALL ON-GRADE AREAS MARKED FOR PLANTING SHALL BE VERIFIED, BY THE FINE GRADING CONTRACTOR, THAT THEY ARE WITHIN A TENTH OF A FOOT OF FINAL GRADE.

THE LANDSCAPE CONTRACTOR SHALL RIP COMPACTED ROUGH GRADED SOIL TO A DEPTH OF 12 INCHES IN BOTH DIRECTIONS, THEN TILL IN THE SOIL AMENDMENT.

SOIL AMENDMENT SHALL BE DETERMINED BY AN AGRICULTURAL SUITABILITY'S ANALYSIS (SEE PLANTING NOTE 5). A MINIMUM OF ONE FOOT DEPTH OF NONMECHANICALLY COMPACTED SOIL IS AVAILABLE FOR WATER ABSORPTION AND ROOTGROWTH IN PLANTED AREAS.

6. REVIEW STRUCTURAL SOILS REPORT FOR RECOMMENDATIONS ON SOIL TYPE,

GRADING PROCEDURES, SOIL COMPACTION, MAXIMUM ALLOWABLE SLOPES, FLATWORK BASE MATERIAL, ETC. COPIES OF THE REPORT ARE AVAILABLE FROM THE OWNER.7. MINIMUM PAVING SLOPE TO BE TYPICALLY 1 PERCENT . MINIMUM PLANTING AREA SLOPE TO BE TYPICALLY 2 PERCENT. BRING ANY DISCREPANCIES TO THEATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION PRIOR TO FINE GRADING.

8. GROUNDCOVER / SHRUB AREAS: FINISH GRADES SHALL BE 2" INCHES BELOW THE

TOP OF ADJACENT PAVEMENT, HEADERS, CURBS, OR WALLS, UNLESS OTHERWISE SPECIFIED. FINISHED GRADES ARE DETERMINED AFTER THE APPLICATION OF ALL SOIL AMENDMENTS. LOWER HEADERS WHERE REQUIRED TO ALLOW WATER TO FLOW TO DRAINAGE STRUCTURES.

FINE GRADING NOTES:

PAVER EDGE RESTRAINT
(PEDESTRIAN WALKWAY ONLY)

VEHICULAR CONCRETE,
SIDEWALKS & DRIVEWAY APRON.

APRONS PER CITY STANDARD
DETAILS. S.C.D.

NEW MATERIALS GRAPHIC LEGEND

PERMEABLE VEHICULARRATED INTERLOCKING PAVERS
TYPE: BASALITE,
'PERMEABLE MISSION'
PATTERN: SINGLE BASKET WEAVE
COLOR: POSITANO

PEDESTRIAN PAVER WALKWAY
TYPE: BASALITE,
MISSION SERIESPATTERN: 4"X8" RUNNING BOND
COLOR: POSITANO
'BROWN WALK ON' MULCH 3"
THICK.

2.5" ROCK COBBLE COVER
OVER COMMERCIAL GRADE3 OZ. WEED FABRIC
TYPE: 2" SIZE 'NOIYO' COBBLE
GFI

PROPERTY LINECENTERLINE
S
WM
C
GM

GRADE BREAK DSCONCRETE EXPANSION JOINTCONCRETE SCORE JOINT CL HB
IRR
ELE
PA

GAS METER

WATER METER

ELECTRIC METER

AIR CONDITIONING UNIT

IRRIGATION CONTROLLER

UNDERGROUND WATER LINE

SEWER MANHOLE

SEWER CLEANOUT

HOSE BIB

DOWNSPOUT

ELECTRICAL OUTLET

IRRIGATION VALVE-SPRINKLERIRRIGATION VALVE-DRIPGATE VALVE

PLANTING AREA

GRAPHIC LEGEND KEY

POINT OF CONNECTION
AC
RAIN

SENSOR RAIN SENSOR
PLASTIC VALVE BOX 14"X19"

PRESSURE VACUUM BREAKER

SEE FULL SPECIFICATIONS

ON IRRIGATION DESIGN PLAN

FS FLOW SENSOR

MV MASTER VALVE
(EX) TREE REMAIN(EX) TREE REMOVE
PVB
AARON W. REDDICK 01.22.2024
CA L.A.#6477

LOW WATER LANDSCAPES
NOTE:

I HAVE COMPLIED WITH THE CRITERIA OF

THE WATER CONSERVATION LANDSCAPING

ORDINANCE, 'APPENDIX D' AND APPLIED
THEM TO THE EFFICIENT USE OF WATER INTHE LANDSCAPE DESIGN PLAN.

APPLICABLE CODES:
2022 CALIFORNIA BUILDING CODE VOL 1 & 22022 CALIFORNIA RESIDENTIAL CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA PLUMBING CODE NOTE: THE INSTALLATION OF THE PROJECT LANDSCAPE PLAN WILLREQUIRE A CERTIFICATE OF INSTALLATION AND A CERTIFICATE OF COMPLETION BY THE LANDSCAPE CONTRACTOR (SEE MWELOCERTIFICATE BOX ON MWELO COMPLIANCE SHEET L-3.0 EXISTING TREES PROTECTION NOTE:

NO EXISTING TREES OR HERITAGE TREES ON THE INTERIOR OF
THE SITE. HOWEVER, (2) EXISTING CITY STREET TREES WITHIN THE EAST 14TH STREET R.O.W. SHALL BE PROTECTED DURING
CONSTRUCTION AND COORDINATED WITH CITY ARBORIST.

SITE LAYOUT PLAN & NOTES

SITE LAYOUT PLAN
L-1.0

LANDSCAPE

SHEETSCHEDULE
L-1.0 SITE LAYOUT PLAN & NOTESL-2.0 HARDSCAPE DETAILSL-3.0 IRRIGATION DESIGN PLANL-4.0 PLANTING PLAN & NOTES SCALE 1/8th=1'-0"
1 OF 4
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SHEET TITLE:

REVISIONS
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© 2022 Low Water Landscapes. Architectural Work Protected by U.S. Code Title 17 § 102(a)(5) & 102(a)(8) # PRODUCT NORTH I2 FOR REVIEW CITY OF SAN LEANDRO PLN #22-0006  13489 East 14th Street
San Leandro, CA 94578

12.28.2021 LANDSCAPE SUBMITTAL I
0' 4' 8' 1' 2' SCALE: 1/8"=1'-0" @ 24"x36"

07.12.2022 LANDSCAPE

SUBMITTAL II
#1 07.10.2022 SUB SET II
3 09.22.2022 LANDSCAPE

SUBMITTAL III
4 12.15.2022 LANDSCAPE

SUBMITTAL IV
5 01.22.2024 LANDSCAPE

SUBMITTAL V
L-2.1
2 PERMEABLE DRIVEWAYPAVERS L-2.0
1 CITY STANDARD #102
DRIVEWAY APRON L-2.0
3 VEHICULAR SITE
TRIANGLE, 15' FT.

REMOVEEXISTINGBOTTLEBRUSH
TREE

EXISTING LONDONPLANE TREE TO REMAIN

EXISTING LONDONPLANE TREE TO REMAIN
NOTE: IN ADDITION, PLEASE REFER TO SEPARATE, COMPLETED 8'X11' CITY FORMS TRANSMITTED AT LANDSCAPE SUBMITTAL II IN JULY, 2022

VEHICULAR SITE
TRIANGLE, 10' FT.

EXISTING

PLANTER STRIP

LANDSCAPE

IRRIGATIONINFRASTRUCTURE,
SEE SHEET L-3.0

ROCK COBBLE

COVER, TYPICAL

MULCHED COVER,

TYPICAL
PERMEABLE PEDESTRIANPAVER WALKWAY L-2.1
2 STANDARD
CONCRETE, TYP.

STANDARD
CONCRETE, TYP.

PERMEABLE PEDESTRIANPAVER WALKWAY
NOTE: PRESCRIPTIVE COMPLIANCE
APPENDIX D (UNDER 2,500 SF) TOTAL IRRIGATED LANDSCAPE AREA: 1,248 SF 100.0% LOW WATER USE PLANTING AREA: 1,173 SF 94.0%MODERATE USE TREE AREAS: 75 SF 6.0%HIGH WATER USE TURF AREA: 0 SF 0.0% TOTAL: 100.0%

PERMEABLE
GSPublisherVersion 0.0.100.99

PEDESTRIAN PAVER WALKWAY
BRAND: BASALITE
PRODUCT LINE: MISSION SERIES
COLOR: CARMEL
PATTERN: 4"X8" RUNNING BOND
COLOR: CARMEL
NOTE: PHOTO IS SHOWN FOR COLOR,NOT PATTERN
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ISSUED
#
DATE

SHEET NO.

SHEET TITLE:

12.28.2021 LANDSCAPE SUBMITTAL I
0' 4' 8' 1' 2' SCALE: 1/8"=1'-0" @ 24"x36"

07.12.2022 LANDSCAPE

SUBMITTAL II
#1 07.10.2022 SUB SET II
3 09.22.2022 LANDSCAPE

SUBMITTAL III
4 12.15.2022 LANDSCAPE

SUBMITTAL IV
5 01.22.2024 LANDSCAPE

SUBMITTAL V
2 OF 4
L-2.0

HARDSCAPE DETAILS
1 SCALE: N.T.S. PERMEABLE DRIVEWAY PAVERS
2 SCALE: N.T.S. PERMEABLE PEDESTRIAN PAVER WALKWAY 3 SCALE: N.T.S. CITY STND #102 DRIVEWAY APRON GSPublisherVersion 0.0.100.99
FS
MV
IRR
PVB
E 14th StREET
E. 135th Avenue

COVERED

ADA PARKING

ROOFLINE

ROOFLINE
LOT A
4,666± SF
(EVAE, PUE, PSDE, PSSE)
LOT 1
844± SF
LOT 2
914± SF
LOT 4
888± SF
LOT 3
898± SF
LOT 5
965± SF
LOT 9
858± SF
LOT 8
755± SF
LOT 7
755± SF
LOT 6
724± SF
LOT A

PUE, PSDE, PSSE

COMMON AREA
RAIN
SENSOR
DEDICATED IRRIGATION P.O.C.

IRRIGATION CONTROLLER

ON WALL

EXTERIOR WALL MOUNTED WIRELESSRAIN SHUT OFF SENSORPRESSURE VACUUM BREAKERMASTER VALVE

FLOW SENSOR

GATE VALVE
(1) 2" SLEEVE
(2) 2" SLEEVE
25 SF
376 SF
D

1.6 A-1
3/4"
L
25PSI
VALVE
BANK:
75 SF - Trees
B

1.5 A-2
3/4"
L
40PSI
449 SF
D

2.3 A-3
3/4"
L
25PSI
322 SF
D

1.3 A-4
3/4"
L
25PSI
26 SF
D
.2
A-5
3/4"
L
25PSI
T
T
T
25 SF
25 SF
75 SF
(3 TREES)
A-2
376
SF
A-1
220
SF
249
SF
A-3
322
SF
A-4
26 SF
A-5
(1) 2" SLEEVE
(1) 2" SLEEVE
(1) 2" SLEEVE
(1) 2" SLEEVE (1) 2" SLEEVE
A-1
A-4
A-5
A-2A-3
A-3

1. UNLESS CONTRADICTED BY A SOILS TEST, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEETOF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF

SIX INCHES INTO THE SOIL EXCEPT WITHIN THE TPZ OF PROTECTED TREES, WHICH SHALL RECEIVE 4 - 6” OF HARDWOOD CHIP MULCH.

2. ALL NEW PLANTING AREAS FOR TREES, SHRUBS, PLANTS ANDGROUNDCOVER SHALL RECEIVE 3" OF ORGANIC MULCH3. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FORSUBSEQUENT MANAGEMENT PURPOSES.4. IRRIGATION ROUTING IS DIAGRAMMATICAL, FINAL ROUTING &SLEEVING LOCATIONS TO BE DETERMINED BY CONTRACTOR. AVOID

ANY CONFLICTS BETWEEN THE DRIP SYSTEM, BUBBLER SYSTEM,
PLANTING AND ARCHITECTURAL FEATURES.

5. DUE TO UNFORSEEN UNDERGROUND CONDITIONS, MAINLINE,
LATERALS, SLEEVING, AND VALVES ARE DIAGRAMMATICALLY INNATURE AND TO BE LOCATED BY CONTRACTOR DURINGINSTALLATION AND PROVIDE AN AS-BUILT PLAN AS NEEDED.

6. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUMOPERATING PRESSURE OF 50 DYNAMIC PSI AT THE VALVES AND THE MAXIMUM FLOW OF 2.3 GPM AT VALVE #A-3 AS SHOWN ON

THE IRRIGATION DRAWINGS AT THE METER OR POINT OF
CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY
WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY

DIFFERENCE BETWEEN THE WATER PRESSURE IRRIGATION POINT
OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE.

IN THE EVENT THAT PRESSURE DIFFERENCES ARE NOT REPORTEDPRIOR TO THE START OF CONSTRUCTION, THE IRRIGATION

CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY
REVISIONS NECESSARY.

7. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATICCONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT

SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TOTHE AUTOMATIC CONTROLLER.

8. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL

VALVES BY THROTTLING THE FLOW CONTROL AT EACH VALVE TO
OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM.

GENERAL IRRIGATION NOTES:

9. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM ASSHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD

THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES INTHE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR

DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS

NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR

SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS
NECESSARY.10. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL

PVC MALE PIPE THREADS

11. CONTRACTOR SHALL PROGRAM IRRIGATION CONTROLLER TO
OPERATE AS FOLLOWS POST-CONSTRUCTION: VALVES SHALLONLY BE TURNED ON BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M.

12. DRIP ZONES CONSIST OF BUILT IN EMITTER LINES, HOWEVEREACH ZONE SHALL HAVE (1) AIR-RELEASE VALVE AT THE HIGHEST

POINT OF THE SYSTEM & ONE AUTOMATIC FLUSH VALVE AT THE
LOWEST POINT OF THE ZONE (SEE LEGEND).13. DO NOT INSTALL FILTER BASKETS OR PRESSURE REDUCERSFOR 17 MM DRIPLINES AS COMPONENTS ARE DESIGNED FOR 40 PSI OPTIMAL.

14. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC
CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT

SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TOTHE AUTOMATIC CONTROLLER.

15. IN ADDITION TO THE CONTROL WIRE NECESSARY FOR THEREMOTE CONTROL VALVES SHOWN ON THE DRAWING, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF EIGHTEEN (18)

INCHES OF A COMPLETE SET OF SPARE CONTROL WIRES, LOOPED, WITHIN EACH VALVE BOX.

16. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TOBE FAMILIARIZED WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HISWORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF

PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING,
STRUCTURES, ETC.

IRRIGATION LEGEND - POPUP TREE BUBBLER HEADS
B
AARON W. REDDICK 01.22.2024
CA L.A.#6477

LOW WATER LANDSCAPES
NOTE:

I HAVE COMPLIED WITH THE CRITERIA OF

THE MODEL WATER CONSERVATION

LANDSCAPING ORDINANCE, 'APPENDIX D'

AND APPLIED THEM TO THE EFFICIENT USE

OF WATER IN THE IRRIGATION DESIGN
PLAN.

IRRIGATION MAINLINE EQUIPMENT
PVB
FS
IRR
RAIN
SENSOR
MW
MV

VALVE DESIGNATORS & IRRIGATION PIPING
L
A1

3.6 1"
D
25 PSI
IRRIGATION VALVE & 17 MM DRIP EQUIPMENT

LOW WATER USE
ZONE
TOTAL: 1,248 SF

MODERATE

WATER USE ZONE
TOTAL: 75 SF

LATERAL LINE SIZING CHART
NOTE:

DUE TO UNFORSEEN UNDERGROUND CONDITIONS, MAINLINE, LATERALS, SLEEVING,

AND VALVES ARE DIAGRAMMATICALLY IN NATURE AND TO BE LOCATED BY CONTRACTOR DURING INSTALLATION AND PROVIDE AN AS-BUILT PLAN.

IRRIGATION DESIGN PLAN

IRRIGATION HYDROZONE / DESIGN PLAN
POINT OF CONNECTION TYPE: NEW, POTABLE
SUPPLIER: EBMUD
WATER SUPPLY LINE EXISTING: 1.0"
STATIC PSI: 55-65
WATER METER SIZE: 3/4" V.I.F.

BACKFLOW DEVICE SIZE: 5/8" FOR LANDSCAPEDYNAMIC PSI: 45-55MAXIMIUM FLOW DEMAND: GPM 2.3 @ VALVE#A-3 
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

ISSUED
#
DATE

SHEET NO.

SHEET TITLE:

12.28.2021 LANDSCAPE SUBMITTAL I
0' 4' 8' 1' 2' SCALE: 1/8"=1'-0" @ 24"x36"

07.12.2022 LANDSCAPE

SUBMITTAL II
#1 07.10.2022 SUB SET II
3 09.22.2022 LANDSCAPE

SUBMITTAL III
4 12.15.2022 LANDSCAPE

SUBMITTAL IV
5 01.22.2024 LANDSCAPE

SUBMITTAL V
L-3.0
3 OF 4
SCALE 1/8th=1'-0"
NOTE: PRESCRIPTIVE COMPLIANCE
APPENDIX D (UNDER 2,500 SF) TOTAL IRRIGATED LANDSCAPE AREA: 1,248 SF 100.0% LOW WATER USE PLANTING AREA: 1,173 SF 94.0%MODERATE USE TREE AREAS: 75 SF 6.0%HIGH WATER USE TURF AREA: 0 SF 0.0% TOTAL: 100.0%
#1
#1
#1
#1
GSPublisherVersion 0.0.100.99
AARON W. REDDICK 01.22.2024
CA L.A.#6477

LOW WATER LANDSCAPES
NOTE:

I HAVE COMPLIED WITH THE CRITERIA OF

THE WATER CONSERVATION LANDSCAPING

ORDINANCE, 'APPENDIX D' AND APPLIED
THEM TO THE EFFICIENT USE OF WATER INTHE LANDSCAPE DESIGN PLAN.

THE SCOPE OF THE PLANTING WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

A. ORDERING AND DELIVERY OF THE PLANT MATERIALS TO THE SITE.

B. SOIL PREPARATION AND CONDITIONING.

C. FINE GRADING OF ALL LANDSCAPE AREAS, INCLUDING SUPPLYING AND INSTALLING AMENDMENTS OR IMPORTED TOPSOIL AS DESCRIBED ON THE DRAWINGS AND AS REQUIRED BY THE RECOMMENDATIONS OF THE SOILS TESTING REPORT.

D. COORDINATION OF ADDITIONAL DRAINAGE WORK AS SHOWN ON THE DRAWINGS.E. SOIL TESTING BY LANDSCAPE CONTRACTOR.F. INSTALLATION OF PLANT MATERIALS.

G. NINETY (90) DAY MAINTENANCE PERIOD.

H. REPLACEMENT OF ALL UNSATISFACTORY PLANT MATERIALS.I. FINAL APPROVAL J. WARRANTY

1. PLANT LOCATIONS ARE DIAGRAMMATIC AND ARE TO BE ADJUSTED IN THE FIELD ASNECESSARY TO SCREEN UTILITIES BUT NOT IMPEDE ACCESS.

2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF SAN LEANDRO, THE EAST 14TH STREET SOUTH AREA DEVELOPMENT STRATEGY AND COUNTY & STATE REQUIREMENTS.

3. PLANTING AREAS REQUIRE MULCH TO A DEPTH OF 3" MINIMUM FOR SOIL MOISTURE RETENTION, EROSION CONTROL, & SOIL HEALTH.

4. APPLY AGRIFORM OR 'BEST' BRAND FERTILIZER TABLETS OR PACKETS TO ALL NEW TREES & 1, 5, AND 15 GALLON SIZE SHRUBS. DO NOT APPLY TO SUCCULENTS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE AT 2%

MINIMUM IN PLANTING AREA EXCEPT WHERE OTHERWISE SHOWN ON CIVIL OR LANDSCAPE GRADING PLANS.6. ALL PLANTS BROUGHT ONTO THE SITE SHALL BE WATERED AND PROTECTED FROM EXCESSIVE WIND, SUN, FROST, PHYSICAL DAMAGE AND THEFT UNTIL INSTALLATION.

ALL CONCRETE, ASPHALT, BASE COURSE MATERIALS AND OTHER DEBRIS ARE TO BE COMPLETELY REMOVED BELOW PLANTING AREAS.7. UNLESS CONTRADICTED BY A SOILS TEST, COMPOST AT A RATE OF A MINIMUM OF FOURCUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A

DEPTH OF SIX INCHES INTO THE SOIL EXCEPT WITHIN THE TPZ OF PROTECTED TREES, WHICH SHALL RECEIVE 4 - 6” OF HARDWOOD CHIP MULCH.

PLANTING NOTES
FS
MV
IRR
PVB
E 14th StREET
E. 135th Avenue

COVERED

ADA PARKING

ROOFLINE

ROOFLINE
LOT A
4,666± SF
(EVAE, PUE, PSDE, PSSE)
LOT 1
844± SF
LOT 2
914± SF
LOT 4
888± SF
LOT 3
898± SF
LOT 5
965± SF
LOT 9
858± SF
LOT 8
755± SF
LOT 7
755± SF
LOT 6
724± SF
LOT A

PUE, PSDE, PSSE

COMMON AREA
RAIN
SENSOR

PLANTING PLAN & NOTES

PLANTING PLAN

PLANTING SCHEDULE
SCALE 1/8th=1'-0"
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ISSUED
#
DATE
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SHEET NO.

SHEET TITLE:

REVISIONS
##
© 2022 Low Water Landscapes. Architectural Work Protected by U.S. Code Title 17 § 102(a)(5) & 102(a)(8) # PRODUCT NORTH
I
2 FOR REVIEW

CITY OF SAN LEANDRO
PLN #22-0006

13489 East 14th Street
San Leandro, CA 94578

12.28.2021 LANDSCAPE SUBMITTAL I
0' 4' 8' 1' 2'
SCALE: 1/8"=1'-0" @ 24"x36"

07.12.2022 LANDSCAPE

SUBMITTAL II
#1 07.10.2022 SUB SET II
3 09.22.2022 LANDSCAPE

SUBMITTAL III
4 12.15.2022 LANDSCAPE

SUBMITTAL IV
5 01.22.2024 LANDSCAPE

SUBMITTAL V
L-4.0
4 OF 4

VEHICULAR
SITE

TRIANGLE,
15' FT.

VEHICULAR
SITE

TRIANGLE,
10' FT.
#1
NOTE: PRESCRIPTIVE COMPLIANCE
APPENDIX D (UNDER 2,500 SF) TOTAL IRRIGATED LANDSCAPE AREA: 1,248 SF 100.0% LOW WATER USE PLANTING AREA: 1,173 SF 94.0%MODERATE USE TREE AREAS: 75 SF 6.0%HIGH WATER USE TURF AREA: 0 SF 0.0% TOTAL: 100.0%

San Leandro City CouncilNovember 18, 2024

San Leandro City Council
November 18, 2024