Agenda packet, regular meeting — Campbell City Council, January 20, 2026 (part 2 of 4)

DBH
(inches)
Height
(feet)
Spread
(feet) Condition Age TREE
STATUS
TREE INVENTORY - 700 W. HAMILTON AVE. pg. 95
99 Deodar Cedar Cedrus deodara 17 17 70 20 FAIR MATURE PROTECTED 100 Coast Live Oak Quercus agrifolia 7.5 7.5 15 20 GOOD YOUNG n/a 101 Chinese Pistache Pistacia chinensis 5 5 25 20 FAIR YOUNG n/a 102 Coast Live Oak Quercus agrifolia 4 4 25 5 FAIR YOUNG n/a 103 Coast Live Oak Quercus agrifolia 4 4 10 7 POOR YOUNG n/a 104 Coast Live Oak Quercus agrifolia 5 5 15 5 GOOD YOUNG n/a 105 Coast Live Oak Quercus agrifolia 5 5 15 10 FAIR YOUNG n/a 107 Coast Live Oak Quercus agrifolia 4 4 15 10 FAIR YOUNG n/a 108 Glossy Privet Ligustrum lucidum (2) 4, 3, (2) 1 7 20 20 FAIR YOUNG n/a 109 Coast Live Oak Quercus agrifolia 4, 3 5 15 15 FAIR YOUNG n/a 110 Glossy Privet Ligustrum lucidum 3.5, 3, 2 5 20 15 FAIR YOUNG n/a 111 Glossy Privet Ligustrum lucidum 4, (8) 1 5 20 20 FAIR MATURE n/a 251 Glossy Privet Ligustrum lucidum 13, 12 18 40 30 POOR MATURE PROTECTED SIZE, INVASIVE 252 Deodar Cedar Cedrus deodara 20 20 65 30 FAIR MATURE PROTECTED 253 Deodar Cedar Cedrus deodara 13 13 65 25 FAIR MATURE PROTECTED 254 Deodar Cedar Cedrus deodara 23 23 70 25 FAIR MATURE PROTECTED 255 Deodar Cedar Cedrus deodara 19.5 19.5 70 30 FAIR MATURE PROTECTED 256 Coast Live Oak Quercus agrifolia 7 7 15 15 FAIR YOUNG n/a 257 Coast Live Oak Quercus agrifolia 33 33 45 50 GOOD MATURE PROTECTED 258 Coast Live Oak Quercus agrifolia 9.5 9.5 25 20 GOOD YOUNG n/a 259 Deodar Cedar Cedrus deodara 26.5 26.5 70 35 FAIR MATURE PROTECTED 260 Deodar Cedar Cedrus deodara 27 27 70 45 FAIR MATURE PROTECTED 261 Deodar Cedar Cedrus deodara 21 21 60 30 POOR MATURE PROTECTED 262 Coast Live Oak Quercus agrifolia est. 26 26 60 40 GOOD MATURE PROTECTED 263 Coast Live Oak Quercus agrifolia 7 7 20 15 FAIR YOUNG n/a 264 Redwood Sequoia sempervirens 7 7 25 15 GOOD YOUNG n/a 265 Redwood Sequoia sempervirens 8 8 20 15 FAIR YOUNG n/a 266 Redwood Sequoia sempervirens 6 6 20 10 FAIR YOUNG n/a 267 Glossy Privet Ligustrum lucidum 6 6 15 15 FAIR YOUNG n/a 268 Deodar Cedar Cedrus deodara 5 5 20 15 FAIR YOUNG n/a 269 Buckthorn Rhamnus spp. 5 5 15 15 FAIR MATURE n/a
270 Glossy Privet Ligustrum lucidum (2) 4, 3 6 20 15 FAIR YOUNG n/a 271 Deodar Cedar Cedrus deodara 5.5 5.5 25 15 EXCELLENT YOUNG n/a 272 Chinese Elm Ulmus parvifolia (2) 4, 3 6 10 15 POOR YOUNG n/a 273 Coast Live Oak Quercus agrifolia 7, 3.5 8 20 20 GOOD YOUNG n/a 274 Coast Live Oak Quercus agrifolia 6 6 15 10 GOOD YOUNG n/a KEY:
# Neighboring / Street Tree

SEE GLOSSARY FOR DEFINITION OF TERMS
City Ventures 12/23/2024
Tag
Number Common Name Botanical Name DSH
(inches)
math.

DBH
(inches)
Height
(feet)
Spread
(feet) Condition Age TREE
STATUS
TREE INVENTORY - 700 W. HAMILTON AVE. pg. 94
59 Evergreen Pear Pyrus kawakamii 13 13 30 25 FAIR MATURE PROTECTED 60 Jacaranda Jacaranda mimosifolia 9 9 25 25 FAIR MATURE n/a 61 Jacaranda Jacaranda mimosifolia 11.5 11.5 30 30 GOOD MATURE n/a 62 Coast Live Oak Quercus agrifolia 22 22 50 50 GOOD MATURE PROTECTED 63 Jacaranda Jacaranda mimosifolia 4 4 20 10 POOR YOUNG n/a 64 Redwood Sequoia sempervirens 13.5 13.5 45 15 POOR YOUNG PROTECTED 65 Coast Live Oak Quercus agrifolia 9.5 9.5 20 15 FAIR YOUNG n/a 66 Purpleleaf Plum Prunus cerasifera 8 8 20 20 FAIR OVERMATURE n/a 67 Redwood Sequoia sempervirens 16 16 45 15 POOR YOUNG PROTECTED 68 Glossy Privet Ligustrum lucidum 6 6 35 10 FAIR YOUNG n/a 69 Redwood Sequoia sempervirens 18 17 50 20 GOOD YOUNG PROTECTED 70 Mimosa Albizia julibrissin (3) 8, 6 15 40 30 POOR MATURE PROTECTED 71 Purpleleaf Plum Prunus cerasifera 6 6 15 15 VERY POOR OVERMATURE n/a 72 Redwood Sequoia sempervirens est. 18 18 40 20 GOOD YOUNG PROTECTED 73 Redwood Sequoia sempervirens 13 13 30 20 GOOD YOUNG PROTECTED 74 Mimosa Albizia julibrissin 9, 6 11 25 20 POOR MATURE n/a 75 Mimosa Albizia julibrissin 8 8 20 15 POOR MATURE n/a 76 Redwood Sequoia sempervirens 17 17 40 20 GOOD YOUNG PROTECTED 77 Deodar Cedar Cedrus deodara 33 33 75 60 GOOD MATURE PROTECTED 78 Deodar Cedar Cedrus deodara 25 25 75 40 FAIR MATURE PROTECTED 79 Monterey Pine Pinus radiata 27.5 27 70 40 POOR MATURE PROTECTED 80 Coast Live Oak Quercus agrifolia 34 34 60 60 GOOD MATURE PROTECTED 81 Flowering Pear Pyrus calleryana 19 19 45 35 POOR MATURE PROTECTED 82 Flowering Pear Pyrus calleryana 14 14 40 25 POOR MATURE PROTECTED 83 Shamel Ash Fraxinus uhdei 12 12 40 25 FAIR MATURE PROTECTED 84 Shamel Ash Fraxinus uhdei 17.5 17.5 40 35 FAIR MATURE PROTECTED 85 Shamel Ash Fraxinus uhdei 15 15 40 30 FAIR MATURE PROTECTED 86 Deodar Cedar Cedrus deodara 28, 18.5 34 70 50 FAIR MATURE PROTECTED 87 Deodar Cedar Cedrus deodara 22.5 22.5 80 40 GOOD MATURE PROTECTED 88 Deodar Cedar Cedrus deodara 27.5 27.5 60 40 FAIR MATURE PROTECTED 7362 Ash Fraxinus spp. 17 17 40 25 FAIR MATURE PROTECTED, STREET TREE 7363 Ash Fraxinus spp. 21.5 21.5 40 40 FAIR MATURE PROTECTED, STREET TREE 7364 Ash Fraxinus spp. 13 13 40 25 POOR MATURE PROTECTED, STREET TREE 89 Coast Live Oak Quercus agrifolia 10, 8.5 13 25 20 FAIR MATURE PROTECTED 90 Coast Live Oak Quercus agrifolia 8 8 20 10 FAIR MATURE n/a 91 Chinese Elm Ulmus parvifolia 13 13 45 30 VERY POOR MATURE PROTECTED 92 Deodar Cedar Cedrus deodara 23.5 23.5 60 50 POOR MATURE PROTECTED 93 Deodar Cedar Cedrus deodara 17 17 55 30 FAIR MATURE PROTECTED 94 Deodar Cedar Cedrus deodara 19.5 19.5 50 35 FAIR MATURE PROTECTED 95 Coast Live Oak Quercus agrifolia (2) 7, 3.5 11 25 20 GOOD YOUNG n/a 96 Deodar Cedar Cedrus deodara 13 13 40 20 EXCELLENT YOUNG PROTECTED 97 Deodar Cedar Cedrus deodara 18.5 18.5 65 30 FAIR MATURE PROTECTED 98 Deodar Cedar Cedrus deodara 20 20 75 40 FAIR MATURE PROTECTED Existing Tree DBH Quantity Replacement Requirement
12”-24” 44 1:1 24” Box
24”+ 13 1:1 36” Box
Proposed Tree Size Quantity
24” Box 25
36” Box+ 30

E X I S T I N G T R E E P L A N

C I T Y R E P L A C E M E N T T R E E R E Q U I R E M E N T S

E X I S T I N G T R E E I N V E N T O R Y / R E P L A C E M E N T

PROPOSED TREE QUANTITY

ARBORIST REPORT
Item 8.2
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 COVER SHEET C1.0 1 1" = 30' CITY OF CAMPBELL 700 W HAMILTON AVENUE VESTING TENTATIVE MAP PACKAGE APN: 307-39-037 CAMPBELL, SANTA CLARA COUNTY, CALIFORNIA 5TH SUBMITTAL: OCTOBER 09, 2025 VICINITY MAP NOT TO SCALE PROJECT SITE OCEAN PACIFIC CAMPBELL CALIFORNIA NEVADA LOCATION MAP NOT TO SCALE OREGON CALIFORNIA DEVELOPER CIVIL ENGINEER ARCHITECT LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER CITY VENTURES CSWST2 HUNT HALE JONES ARCHITECTS C2 COLLARBORATIVE QUANTUM GEOTECHNICAL, INC. 444 SPEAR STREET, SUITE 200 5870 STONERIDGE MALL RD., SUITE 207 444 SPEAR STREET, SUITE 105 100 AVENIDA MIRAMAR 1110 BURNETT AVE, SUITE B SAN FRANCISCO, CA 94105 PLEASANTON, CA 94588 SAN FRANCISCO, CA 94105 SAN CLEMENTE, CA 92672 CONCORD, CA 94520 CONTACT: PAM NIETING CONTACT: MICHAEL VIDRA CONTACT: DAN HALE CONTACT: TRAVIS THEOBALD CONTACT: SIMON MAKDESSI PHONE: 415-964-1097 PHONE: 925-787-4982 PHONE: 415-568-3833 PHONE: 949-542-7717 PHONE: 925-788-2751 BC BACK OF CURB BFP BACK FLOW PREVENTOR BG BACK OF GUTTER BIO BIORETENTION BNDY BOUNDARY BOW BASE OF WALL BW BACK OF WALK C&G CURB AND GUTTER CL CENTERLINE DMA DRAINAGE MANAGEMENT AREA DWY DRIVEWAY EG EXISTING GRADE EVAE EMERGENCY VEHICLE ACCESS EASEMENT EX. EXISTING FDC FIRE DEPARTEMNT CONNECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE FW FIRE WATER HP HIGH POINT IMP INTEGRATED MANAGEMENT PRACTICE INV INVERT MIN MINIMUM (N) NEW PAE PEDESTRIAN ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT R RADIUS ROW RIGHT OF WAY SD STORM DRAIN SDDI STORM DRAIN DROP INLET SS SANITARY SEWER STD. STANDARD TC TOP OF CURB TRC TOP OF ROLLED CURB TSRC TOP OF SPILL ROLLED CURB TSM TOP OF SOIL MIX TYP TYPICAL VG VALLEY GUTTER W WATER FW FIRE WATER HP HIGH POINT IMP INTEGRATED MANAGEMENT PRACTICE INV INVERT MIN MINIMUM (N) NEW PAE PEDESTRIAN ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT R RADIUS ROW RIGHT OF WAY SD STORM DRAIN SDDI STORM DRAIN DROP INLET SS SANITARY SEWER STD. STANDARD TC TOP OF CURB TRC TOP OF ROLLED CURB TSRC TOP OF SPILL ROLLED CURB TSM TOP OF SOIL MIX TYP TYPICAL VG VALLEY GUTTER W WATER ABBREVIATIONS: PROJECT SITE PROJECT INFORMATION: 1. SITE APN: 307-39-037 TOTAL PROPOSED UNITS: 173 TOTAL UNITS LOTS 3,4,5 AND 6 : 8 BUILDINGS (A-H) LOT 2 2. GROSS SITE AREA: 3.83± AC (166,811± SF) THIS WILL BE A SIX (6) LOT SUBDIVISION; LOT 1 (0.82± AC) LOT 2 (1.01± AC) LOT 3 (0.25± AC) LOT 4 (0.29± AC) LOT 5 (0.64± AC) LOT 6 (0.78± AC) RIGHT OF WAY DEDICATION (0.04± AC) 3. PROPOSED DENSITY: 45.0 DU/ACRE 4. EXISTING ZONING: CC-MU (COMMERCIAL CORRIDOR MIXED-USE) 5. PROPOSED ZONING: CC-MU (COMMERCIAL-CORRIDOR MIXED-USE) 6. EXISTING STRUCTURE AREA: 18,584± SF 7. FLOOD ZONE: FLOOD ZONE X 8. STREETS: ALL PROPOSED STREETS WITHIN THE PROJECT SITE ARE TO BE PRIVATELY OWNED AND MAINTAINED. 9. UTILITIES: WATER SAN JOSE WATER COMPANY FIRE SANTA CLARA COUNTY FIRE DEPARTMENT STORM DRAIN CITY OF CAMPBELL SEWER WEST VALLEY SANITATION DISTRICT TELEPHONE AT&T GAS/ELECTRIC PACIFIC GAS & ELECTRIC 10. TRASH: INDIVIDUAL UNIT TRASH CAN PICK UP TO BE PROVIDED BY RECOLOGY. 11. PARKING: SEE SHEET C4.0 12. STREETS/LIGHTING: ALL STREETS AND ASSOCIATED STREET LIGHTS SHALL BE PRIVATELY OWNED AND MAINTAINED 13. EASEMENTS: SEE VESTING TENTATIVE MAP, SHEET C2.0. 14. COMMON AREAS: COMMON AREAS SHALL BE MAINTAINED BY THE FUTURE HOMEOWNERS ASSOCIATION. 15. SETBACK REQUIREMENTS: SEE SHEET C4.0 16. THE BASIS OF BEARING IS SOUTH 00°55'20" EAST WITH A DISTANCE OF 672.64' BETWEEN TWO FOUND 34" IRON PIPES IN MONUMENT WELLS WITH ILLEGIBLE TAGS AS SHOWN ON THAT CERTAIN MAP ENTITLED "PARCEL MAP" RECORDED IN BOOK 396 OF MAPS, AT PAGE 25, SANTA CLARA COUNTY RECORDS. 17. THE VERTICAL DATUM SI NORTH AMERICAN DATUM OF 1988 (NAVD88) PER 2010.00(2011), ZONE 3, PER OPUS, USING STATIC EQUIPMENT. 18. THE TOPOGRAPHY SHOWN WAS PERFORMED BY CSW/STUBER-STROEH ENGINEERING GROUP, INC. BY FIELD SURVEY IN AUGUST 2024. 19. DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF. 20. PROPOSED IMPROVEMENTS ARE PLANNED TO BE COMPLETED WITHIN THREE YEARS OF APPROVAL OF THE VESTING TENTATIVE TRACT MAP. SAN FRANCISCOGALE DR. W. HAMILTON AVE. DARYL DR.

MARATHON DR. SPRINGFIELD DR. W. LATIMER AVE.

SAN TOMAS EXPY
SAN TOMAS AQUINAS CREEK GRAHAM DR. W. LATIMER AVE. CHERRY BLOSSOM LN. LLEWELLYN AVE. MONA WAY KENDRA WAY DARYL DR. PENNY LN. PLUM BLOSSOM LN. LISA WAY KING CT. MARATHON DR. COMMON 26' PRIVATE STREET NOT TO SCALE 26' EVAE 10.0' 10.0' 2.5% 2.5% TC 40' ± (E) TC TO TC TC ROW ROW 60.0' ROW GALE DRIVE NOT TO SCALE VARIES 1.5% CL VARIES 5' SW & 5' PLANTER 5' SW & 5' PLANTER 2' PVMT RESTORATION PER CITY OF CAMPBELL STD. DETAIL C-1 CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 CL 31' PUE 5' SW 5' SW CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 COMMON 26' PRIVATE CROWNED ALLEY NOT TO SCALE 26' EVAE 10.0' 10.0' 2.5% 2.5% FL BUILDING CL DWY VARIES DWY VARIES ROLLED CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 ROLLED CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 12% MAX 12% MAX BUILDING FL COMMON 26' PRIVATE SLOPED ALLEY NOT TO SCALE 26' EVAE 10.0' 10.0' 2.5% 2.5% FL BUILDING CL DWY VARIES SPILL ROLLED CURB & GUTTER ROLLED CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 12% MAX FL BC ROW ROW 127.0' ± ROW W. HAMILTON AVENUE NOT TO SCALE VARIES CL 7' SW & 10' PLANTER 67.0' ± EX. WL EX. SS EX. SD EX. JT EX. WL EX. SS 12.5' 5' 5.5' WL 12" SD 6" SS JT 6" SS 6" SS BUILDING DWY VARIES 12% MAX BUILDING TC TC 35' ± TRAVEL WAY 5' ± SHOULDER (EASTBOUND) MEDIAN NOTES 1) LOTS 3, 4, 5, AND 6 WILL BE FOR CONDOMINIUM PURPOSES. THERE ARE A TOTAL OF 87 CONDOMINIUMS ON LOTS 3, 4, 5, AND 6. 2) THE PARK WILL BE FOR PUBLIC ACCESS. 3) AN APPROVED ALTERNATE MEANS (AMMR) IS INCLUDED IN THE PLAN SET. 4) A MODIFIED 13 SYSTEM SHALL BE SUBMITTED AND INSTALLED AS A DEFERRED SUBMITTAL. 5) A MODIFIED FIRE ALARM SYSTEM SHALL BE SUBMITTED AND INSTALLED AS A DEFERRED SUBMITTAL. 6) PHASING: THIS PROJECT MAY BE PHASED PURSUANT TO CHAPTER 3, ARTICLE 4, SECTION 66456.1 OF THE SUBDIVISION MAP ACT, THE DEVELOPER RESERVES THE RIGHT TO FILE MULTIPLE FINAL MAPS. SHEET INDEX PAGE NO. SHEET NO. SHEET TITLE 1 C1.0 COVER SHEET 2 C2.0 VESTING TENTATIVE MAP 3 C3.0 EXISTING CONDITIONS & DEMOLITION PLAN 4 C4.0 PRELIMINARY SITE PLAN 5 C5.0 PRELIMINARY GRADING & DRAINAGE PLAN 6 C5.1 PRELIMINARY SECTIONS 7 C6.0 PRELIMINARY UTILITY PLAN - PHASE 1 8 C6.1 PRELIMINARY UTILITY PLAN - PHASE 2 9 C6.2 PRELIMINARY UTLITY PROFILES 10 C7.0 PRELIMINARY STORMWATER CONTROL PLAN - PHASE 1 11 C7.1 PRELIMINARY STORMWATER CONTROL PLAN - PHASE 2 12 C7.2 PRELIMINARY STORMWATER CONTROL NOTES & DETAILS 13 C8.0 PRELIMINARY F-RE ACCESS PLAN 14 C9.0 PRELIMINARY TRASH MANAGEMENT PLAN 15 C10.0 PRELIMINARY CONSTRUCTION STAGING PLAN - PHASE 1 16 C10.1 CONSTRUCTION STAGING PLAN - PHASE 2 17 C11.0 PRELMINARY ACCESSIBILITY PLAN 18 C12.0 CONSTRUCTION PHASING PLAN EMENT CECE EMENT CECEEMENT CECE SEMENT ICE ICE EMENT CECE MENT EEMENT EE Item 8.2 SAN TOMAS EXPY Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 PROPOSED ROW EX. PROPERTY LINE PUE EX. ROW S01° 58' 38"E 300.78' S05° 29' 23"E 274.36' S89° 30' 21"E

67.38' N00° 55' 20"W 167.95'
N88° 59' 44"E
130.00' N00° 55' 20"W 407.85'
S88° 59' 44"W
112.27' S89° 02' 00"W 5.00' S89° 02' 00"W 78.12'
S89° 02' 00"W
253.89'
FOUND BM 26 CITY OF CAMPBELL EL: 187.10PUE PUE PROPOSED LOT 2 (44,012.9 SF / 1.01± AC) PROPOSED LOT 6 (34,141.2 SF / 0.78± AC) 60.0' ± ROW PUE 24.9'± ROW DEDICATION EX. ACCESS ESMT FOR PARCEL B PER P414 OR 1791 (TO BE REMOVED WITH FINAL MAP)

26.0' EVAE

31.0' PUE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

31.0' PUE

26.0' EVAE

31.0' PAE

36.0' PAE

36.0' PAE 26.0' PUE 26.0' PUE 26.0' PUE 26.0' PUE

36.5' PRUE &
PRORE

53.9' PRUE &
PRORE 26.0' EVAE
W. HAMILTON AVE SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE PUE PUE

CANELA PLACE
PROPOSED LOT 3
(11,046.9 SF / 0.25± AC) PROPOSED LOT 5 (27,840.9 SF / 0.64± AC) PROPOSED LOT 1 (35,652.2 SF / 0.82± AC) PROPOSED LOT 4
(12,733.5 SF / 0.29± AC) PSE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 VESTING TENTATIVE MAP C2.0 2 1" = 30' ABBREVIATIONS ESMT EASEMENT EX EXISTING EVAE EMERGENCY VEHICLE ACCESS EASEMENT PAE PEDESTRIAN ACCESS EASEMENT PRORE PRIVATE OVERLAND RELEASE EASEMENT PRUE PRIVATE UTILITY EASEMENT PSE PUBLIC SIDEWALK EASEMENT PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT SETBACK NOTES SUBJECT PROPERTY APN: 307-39-037 (3.83± AC) ROW DEDICATION WITH FINAL MAP (0.04± AC) LOTS FOR PRIVATE ROADS: LOT 1 AFTER SUBDIVISION WITH FINAL MAP (0.82± AC) LOTS FOR CONDOMINIUM PURPOSES, 173 UNITS: LOT 3 AFTER SUBDIVISION WITH FINAL MAP (0.25± AC): 18 UNITS LOT 4 AFTER SUBDIVISION WITH FINAL MAP (0.29± AC): 13 UNITS LOT 5 AFTER SUBDIVISION WITH FINAL MAP (0.64± AC): 27 UNITS LOT 6 AFTER SUBDIVISION WITH FINAL MAP (0.78± AC): 31 UNITS LOT 2 AFTER SUBDIVISION WITH FINAL MAP (1.01± AC): 84 UNITS PHASING: THIS PROJECT MAY BE PHASED PURSUANT TO CHAPTER 3, ARTICLE 4, SECTION 66456.1 OF THE SUBDIVISION MAP ACT, THE DEVELOPER RESERVES THE RIGHT TO FILE MULTIPLE FINAL MAPS. Item 8.2 Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60
48" SD
6" SS WL
6" SD WL XXX X X XX X X X X XX X X X XX X X XX X X X X X X XX X X XXX X XX X X X XX X X X X XX XXX X XX X XX X X X X X XXX SUBJECT PROPERTY APN: 307-39-037 (3.83± AC) EX. ACCESS ESMT FOR PARCEL B PER P414 OR 1791 (TO BE REMOVED WITH FINAL MAP) REMOVE EX. BLDG (18,584 ± SF) W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK
GALE DR 16' 25' PHASE 1A DEMO PHASE 2 DEMO PROPERTY LINE EX. FDC (TO BE REMOVED) EX. SDI (TO BE REMOVED) EX. SDDI (TO BE REMOVED) (TYP) EX. WATER LINE (TO BE REMOVED) EX. UTILITY BOXES (TO BE REMOVED) (TYP) EX. SANITARY SEWER STRUCTURES (TO BE REMOVED) EX. POLE AND LIGHTS (TO BE REMOVED) EX. POLE AND LIGHTS (TO BE REMOVED) (TYP) EX. ELECTRIC LINE TO BE REMOVED EX. POLE AND LIGHTS (TO BE REMOVED) FOUND BM 26 CITY OF CAMPBELL EL: 187.10 EX. TREE (TO BE REMOVED) (TYP) EX. TREE (TO BE REMOVED) EX. TREE (TO BE REMOVED) EX. TREE (TO BE REMOVED) EX. TRANSFORMER (TO BE RELOCATED) EX. PACBELL VAULT (TO BE REMOVED) EX. TRANSFORMER (TO BE REMOVED) EX. PG&E GAS METERS (TO BE CAPPED AND REMOVED) EX. STREET LIGHT, TO REMAIN (PROTECT IN PLACE) EX. MCI VAULT (TO BE REMOVED) EX. FIRE HYDRANT, TO REMAIN (PROTECT IN PLACE) EX. STREET LIGHT, TO REMAIN
(PROTECT IN PLACE) EX. CATV VAULT, TO REMAIN (PROTECT IN PLACE) EX. PACBELL VAULT, TO REMAIN (PROTECT IN PLACE) EX. TELECOM VAULT, TO REMAIN (PROTECT IN PLACE) EX. FIRE HYDRANT, TO REMAIN (PROTECT IN PLACE) EX. STREET LIGHT, TO REMAIN (PROTECT IN PLACE) EX. AT&T VAULT TO REMAIN.UNDERGROUND VAULT IS 17' LONG, 7' WIDE AND 10.5' DEEP. (PROTECT IN PLACE) EX. PACBELL VAULT, TO REMAIN (PROTECT IN PLACE) EX. SIGN, TO REMAIN (PROTECT IN PLACE) EX. SIDEWALK, TO REMAIN DEMOLITION LIMIT EX. FENCE, TO REMAIN (PROTECT IN PLACE) ROW DEMOLITION LIMIT SPRINT SPECTRUM L.P. S.B.E. 2722-(43)41 PCL.1 TO BE REMOVED WITH FINAL MAP PHASE 1B DEMO SEE NOTE 6. C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 3 1" = 30' LEGEND: PROPERTY LINE EXISTING RIGHT OF WAY CENTERLINE EXISTING EASEMENT EXISTING CURB & GUTTER EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING WATER LINE EXISTING STORM DRAIN EXISTING SANITARY SEWER EXISTING BUILDING ABBREVIATIONS: AC ACRES APN ASSESSOR PARCEL NUMBER BLDG BUILDING CB CATCH BASIN (E) EXISTING FH FIRE HYDRANT JP JOINT POLE MH MANHOLE SD STORM DRAIN SF SQUARE FEET SS SANITARY SEWER WL WATER LINE WM WATER METER LIMIT OF WORK DEMOLITION BOUNDARY NOTES: 1. PROTECT EXISTING UTILITIES WITHIN RIGHT OF WAY IMPROVEMENTS LIMITS UNLESS NOTED OTHERWISE. 2. SIDEWALK, CURB, GUTTER AND PAVEMENT WITHIN RIGHT-OF-WAY IMPROVEMENTS BOUNDARY TO BE REMOVED. STREET TREES TO BE REMOVED UNLESS NOTED OTHERWISE. SEE NOTE 1 ABOVE REGARDING UTILITIES. 3. ALL STRUCTURES, HARDSCAPE, UTILITIES, SIGNS, AND FENCES WITHIN DEMOLITION BOUNDARY TO BE REMOVED UNLESS NOTED OTHERWISE. 4. ENTIRE SITE WITHIN DEMOLITION BOUNDARY TO BE CLEARED AND GRUBBED AFTER REMOVAL OF HARDSCAPE UNLESS OTHERWISE NOTED. 5. UTILITIES TO BUILDING TO BE PROTECTED TEMPORARILY UNTIL BUILDING DEMOLITION. 6. STAGGER THE CONSTRUCTION OF PHASE 1B ROAD UNTIL THE REMAINING PORTION OF OLIVA LANE IS COMPLETE TO MAINTAIN FIRE ACCESS. HARDSCAPE DEMO (98,700± SF) CLEAR AND GRUB (49,432± SF) X REMOVE EXISTING TREES RIGHT-OF-WAY DEMOLITION BOUNDARY ON-SITE PHASING BOUNDARY Item 8.2 PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

STOP VAN Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL
EX. SW
STOP

18.0'

26.0' TC-TC

26.0'

5.0'

26.0' TC-TC

5.0'
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE

26.0'

5.0' 7.7'

3.5' BLDG G 9 UNITS BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS BLDG C 11 UNITS BLDG B 10 UNITS BLDG A 10 UNITS BLDG H 9 UNITS LOT 2 15 BIORETENTION FACILITY (TYP) BIORETENTION FACILITY (TYP) TRANSFORMER PAD TRANSFORMER PAD TRANSFORMER PAD DRIVEWAY PER CITY OF CAMPBELL STD. DETAIL C-18 DRIVEWAY PER CITY OF CAMPBELL STD. DETAIL C-18 BIORETENTION FACILITY (TYP) AT&T VAULT CONFORM TO EX. SW, C&G CONFORM TO EX. SW, C&G VALLEY GUTTER SIDEWALK UNDERDRAIN CURB CUT (TYP) VALLEY GUTTER ACCESSIBLE UNIT (TYP) CONFORM TO EX. SW CONFORM TO EX. SW CONFORM TO EX. SWSTOP SIGN CONFORM TO EX. SW

4.8' 26.0' TRC-TRC

7.3' 26.0' TRC-TRC 9.0' 26.0' TRC-TSRC

5.0'

5.0' 36.5' 60.0' ± ROW 24.9'± ROW DEDICATION 26.0' TRC-TRC 9.3'4.0' 2.7' 4.5' TO PL FROM 2ND FLOOR OVERHANG

5.0' SETBACK 3.0' 3.0' 19.8' 62.2' 65.7' 4.0' 4.0' 57.7' 32.0' 16.8' 12.1' 48.7'

26.0'

5.1'

10.4' 40.7'

18.0' 8.5'

6.0' 1.0' 4.0'

5.0'

4.0' 3.0' 3.0' 24.0' 4.5' 4.5' 3.0' 19.7' 20.7' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0'

8.31' 4.0'

5.0' 5.0'

5.0'

5.0' 5.5' 4.5' 4.0' 3.8' 5.0'

11.2'

5.0' 14.2'

10.5' DOUBLE SOLID YELLOW CENTERLINE STRIPING PER MUTCD 12" LIMIT LINE PER MUTCD 36.0' CANELA PLACE PAVEMENT RESTORATION PER CITY OF CAMPBELL STD. DETAIL C-1. CURB & GUTTER PER CITY OF CAMPBELL STD. DETAIL C-2 40.1' 5.0' 4.0' C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY SITE PLAN C4.0 4 1" = 30' ABBREVIATIONS BG BACK OF GUTTER C&G CURB & GUTTER ESMT EASEMENT EX EXISTING PL PROPERTY LINE R RADIUS ROW RIGHT OF WAY SD STORM DRAIN SS SANITARY SEWER STD STANDARD SW SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TSRC TOP OF SPILL ROLLED CURB TYP TYPICAL WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE SANITARY SEWER STORM DRAIN PAVEMENT 4" AC/8" CL2AB CONCRETE DRIVEWAY CONCRETE WALKWAY BIORETENTION AREA ACCESSIBLE PATH OF TRAVEL X" SS WL X" SS WL X" SD X" SD Item 8.2 PLAN 4
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STOP VAN Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD WL
6" SS WL HP 188.1 TP 189.8 TP 189.0 TP 189.7
1%
1%
1%
1% 1.1% 1% 1.2% 2% 1% 2.5% 2 % 2 %
2%
2%
2%
2% 2%
2%
2% LP 187.0 HP 188.2 HP 187.6 LP 186.6 FF 189.50 TP 187.2 FF 189.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 189.50 FF 189.50 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 188.10 FF 188.10 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 189.10 FF 189.10 FF 188.10 FF 188.10 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 189.10 FF 189.10 (E)TP 185.23 (E)FL/FL 185.05 TP 189.4 EG 187.72± EG 187.33± EG 187.38± EG 189.29± FF 189.50 FF 188.60 FF 188.60 2 % 2 % 2 % 2 % 2 % AC5.1 C C5.1D
C5.1 EC5.1 LP 185.62 LP 187.1 2% 2% GC5.1F C5.1 (E) TP/TP 188.22± H C5.1 TSM 186.75 TSM 185.0 TSM 185.0 TSM 185.0 TSM 185.0 W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE
BLDG G
9 UNITS
BLDG F
13 UNITS
BLDG E
14 UNITS
BLDG C
11 UNITS
BLDG B
10 UNITS
BLDG A
10 UNITS TSM 183.1 TSM 183.5 TSM 185.75 EG 187.13± EG 184.43± EG 182.41± EG 184.12± FF 188.75 FF 188.75 FF 188.75 FF 188.75 BLDG H
9 UNITS FF FF 189.00 188.50 FF 189.25 FF 190.00 FF 189.75 FF 190.00 FF 189.75 189.25 FF TP 187.6 BLDG D
13 UNITS FF 189.00 FF 188.50 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 188.50 FF 188.50 FF 189.25 FF 189.25 TSM 184.5 TSM 184.5 I C5.1 J C5.1 KC5.1 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 LP 187.50 HP 188.85 LP 187.75 HP 188.60 1% 1% 1% (E) TP/TP 186.9± CURB CUT FL 185.3 CURB CUT FL 186.3 FOUND BM 26 CITY OF CAMPBELL EL: 187.10 8" SD CONNECTOR PIPE FEMA SPECIAL FLOOD ZONE HAZARDFEMA SPECIAL FLOOD ZONE HAZARD. SEE NOTE 6.

SDMH
(CONNECT TO EX. SD)
(E) INV 176.5±
INV 177.0 SD DISCHARGE INV 183.5 SD DISCHARGE INV 185.75 SD DISCHARGE INV 183.1 OVERFLOW DI TG 186.3 INV 183.6 OVERFLOW DI GR 184.0 INV 181.5 OVERFLOW DI GR 183.6 INV 180.6 OVERFLOW DI TG 185.5 SDDI GR 186.4 INV 183.8 SD
SD
SD
SD

SD SDCO SDCO SDCO SDCO SDCO
SD SD SD SD SD SD L C5.1 LOT 2 SDDI GR 186.7 INV 184.2 SDDI GR 186.3 INV 183.8 12" SD 12" SD 12" SD 12" SD
12" SD
12" SD
12" SD
12" SD 12" SD
12" SD BC5.1 2% TS 185.7
CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY GRADING & DRAINAGE PLAN C5.0 5 1" = 30' ABBREVIATIONS AVE AVENUE BLDG BUILDING C&G CURB & GUTTER DI DRAIN INLET DR DRIVE E,EX. EXISTING EG EXISTING GRADE FF FINISH FLOOR GR GRATE HP HIGH POINT INV INVERT LP LOW POINT MH MANHOLE SD STORM DRAIN SDDI STORM DRAIN DRAIN INLET SS SANITARY SEWER TP TOP OF PAVEMENT TSM TOP OF SOIL MIX W WEST WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE SANITARY SEWER STORM DRAIN PAVEMENT 4"AC / 8" CL2AB CONCRETE DRIVEWAY CONCRETE WALKWAY FLOW-THRU PLANTER STORM DRAIN MANHOLE STORM DRAIN INLET TENTATIVE SLOPE ARROW TENTATIVE SPOT GRADE OVERLAND FLOW RELEASE NOTES: 1. PROPOSED GRADING IS PRELIMINARY AND IS SUBJECT TO CHANGE DURING FINAL DESIGN. 2. ALL PUBLIC SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% 3. TRASH CAPTURE DEVICES SHALL BE INSTALLED ON ALL STORM DRAIN INLETS. 4. ALL STORM DRAIN INLETS SHALL BE MARKED WITH "DRAINS TO BAY" 5. SAN TOMAS AQUINAS CREEK IS FLOOD ZONE A, AS SHOWN IN FEMA FLOOD MAP 06085C0237H EFFECTIVE DATE MAY 18, 2009, IS A SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH NO BASE FLOOD ELEVATION DETERMINED. 6. ALL BUILDING ARE OUTSIDE OF THE FEMA SPECIAL FLOOD ZONE. X" SS WL X" SD X" SD XXXXX% SD EARTHWORK NOTES: 1. EARTHWORK IS PRELIMINARY AND IS SUBJECT TO CHANGE WITH FINAL DESIGN. 2. ROUGH GRADE CUT INCLUDES BUILDING PAD AND STORMWATER TREATMENT SPOILS. 3. MAXIMUM DEPTH OF CUT IS APPROXIMATELY 10' WITHIN STORMWATER TREATMENT FACILITIES. PRELIMINARY EARTHWORK SUMMARY DESCRIPTION CUT (CY) FILL (CY) ROUGH GRADING 3,000 5,000 STREET SPOILS 1,400 SUBTOTAL 4,400 5,000 NET TOTAL 600 <IMPORT> Item 8.2 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 SCALE: NTS A SECTION A PL BLDG G 4..5' SETBACK (FRONT) 10.0' 5.0' SW 2' PVMT GALE DR. EG FF 189.50 EG 186.5± WALKWAY SCALE: NTS B SECTION B BLDG F FLOW- THROUGH BIORETENTION PLANTER 10.0' 5.0' SW 2' PVMT GALE DR. 4' WALKWAY EG TSM 186.15 EG 187.08± FF 189.50 PL SCALE: NTS D SECTION D PL 5'± EG EG 188.53± SCALE: NTS C SECTION C PL VARIES (5' SETBACK) EG 188.02± EG EX. FENCEALLEY B SCALE: NTS E SECTION E PL VARIES (5' SETBACK) TSM 183.1 FLOW- THROUGH BIORETENTION EG 187.02± PLANTER EG EX. FENCE BLDG B FF 189.10 SCALE: NTS F SECTION F BLDG A FLOW- THROUGH BIORETENTION PLANTER 10' (EX.) SW W HAMILTON AVE. EG TSM 185.0 FF 189.00 EG 185.6± PL SCALE: NTS G SECTION G PARKING FLOW- THROUGH BIORETENTION PLANTER 6' EX. SW W HAMILTON AVE. EG TSM 185.0 EG 185.03± FF 187.8± PL7' VARIES SCALE: NTS H SECTION H 5.8'± EG EG 189.29± ALLEY D FG 189.95 PL BLDG E FF 190.00C&G C&G SCALE: NTS I SECTION I PL BLDG H FF 189.75 8' WALK WAY 9.5' SW LOT 2 18' STANDARD PARKING STALL SCALE: NTS J SECTION J PL LOT 2 AFH 12' WALK WAY OLIVA LANE 2' LANDSCAPE AREA 5' SW FF 189.50 SCALE: NTS F SECTION K FLOW- THROUGH BIORETENTION PLANTER EG TSM 185.0 PL LOT 2 AFH FF 189.50 4' SW 5' SW EXISTING PARKING LOT APN 307-39-030 SCALE: NTS H SECTION L LOT 2 PL EX BLDG 5' SW 10' SW PRELIMINARY SECTIONS C5.1 6 Item 8.2 PLAN 4
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GALE DR OLIVA STREET MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT
FDC
PIV
PIV
FDC
FDC
PIV
FDC
PIV
PIV
FDC
FDC
PIV
PIV
FDC
PIV
FDC

SSCO SSCO
SSCO
WV
SS
SS
SD
SD
SD
WM
WM

WM FH FH F
WV
WV
WV
DCA F
WV
DCA F
WV
WM FF
WM FF

DCA DCA WV
IRR
WM
WV

SS SDCO SDCO SDCO SDCO
DCA

DCA F DCA WV
WV

SD SD SD SD SD SD F F F F F

FH WV F FH

WV F F F F FFF F F F F F F F F F F F F F F F F F F F F WL 6" SS 6" SS
6" SS
6" SS
6" SS 12" SD 12" SD
12" SD
12" SD 12" SD 12" SD 12" SD
12" SD
12" SD
12" SD
12" SD
12" SD
12" SDWL 8+00 7+00 1+00 6+00 5+00 4+00
2+00 2+60.32
1+00 2+00 2+66.74
1+00 2+00 2+56.33 BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS BLDG C 11 UNITS BLDG G 9 UNITS BLDG H 9 UNITS LOT 2 UTILITY CLOSET (TYP) FW WM & POC DW WM, BFP & POC (TYP) FH FH TRANSFORMER TRANSFORMER TRANSFORMEREX. FH (TO REMAIN) CONNECT TO EX. WL IRRIGATION METER, BFP & POC PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG G & H) OVERFLOW DI TG 186.3 INV 183.8 SDMH#5 RIM 187.2 INV 183.2 SDMH#4 RIM 187.8 INV 180.7 SDMH#3 RIM 186.5 INV 179.0 OVERFLOW DI GR 184.0 INV 181.5 SD DISCHARGE INV 183.5 SDDI GR 186.7 INV 184.2 SDDI GR 186.3 INV 183.8 SD DISCHARGE INV 183.1 SD DISCHARGE INV 185.8 SD DISCHARGE INV 185.15 OVERFLOW DI GR 188.5 INV 179.2 OVERFLOW DI GR 189.0 INV 179.5 OVERFLOW DI GR 189.0 INV 179.7 OVERFLOW DI GR 189.0 INV 177.4 OVERFLOW DI GR 189.0 INV 180.9 SDMH#6 RIM 189.0 INV 181.4 OVERFLOW DI GR 188.0 INV 181.4 SDMH#9 RIM 188.9 INV 180.8 SDMH#5 RIM 188.6 INV 179.2 SDMH#7 RIM 188.6 INV 181.2 SDMH#8 RIM 189.3 INV 181.0 SDMH#10 RIM 188.7 INV 179.4 PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG D, E & F) PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG A,B, & C) SSMH#3 INV 180.4 SSMH#4 INV 181.8 SSCO INV 184.0 SSCO INV 183.8 SSCO INV 183.5 SSMH#5 INV 182.1 TRANSFORMER FOR LOT 2 OVERFLOW DI TG 186.4 INV 183.6

12.5' 5.0' 5.5' 5.0' 4.0' 18.1' 20.7' 21.7' 5.3' 4.7' 4'

7.1'
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UP PDR. Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 W. HAMILTON AVE 3+00 1+00 2+00 1+00 2+00 2+40.50 BLDG B 10 UNITS BLDG A 10 UNITS CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY UTILITY PLAN - PHASE 1 C6.0 7 1" = 30' NOTES: 1. DEVELOPER TO INSTALL NEW WATER AND SEWER MAIN AND PROVIDE A PUBLIC UTILITY EASEMENT. 2. SIX INCH SANITARY SEWER PIPES SHALL HAVE A MINIMUM SLOPE OF S=0.0060 FT/FT PER WEST VALLEY SANITARY SEWER DISTRICT. 3. ONSITE STORM DRAIN SHALL BE PRIVATELY OWNED AND MAINTAINED. 4. STORM DRAIN PIPES SHALL HAVE A MINIMUM SLOPE TO MAINTAIN A VELOCITY OF 2 FEET PER SECOND WHEN FLOWING HALF FULL. 5. EXISTING SEWER LATERALS ONSITE ARE TO BE ABANDONED OR REMOVED AS NECESSARY. 6. TRANSFORMER LOCATIONS ARE PRELIMINARY AND SUBJECT TO REVIEW BY PG&E. 7. STORM DRAIN PIPE SHALL BE RCP, SEWER PIPE SHALL BE PVC SDR 35. SDSSSSCO WMDCA ABBREVIATIONS BLDG BUILDING BFP BACKFLOW PREVENTER DCA DOUBLE CHECK DETECTOR ASSEMBLY DI DRAIN INLET DW DOMESTIC WATER E,EX. EXISTING FH FIRE HYDRANT FW FIRE WATER GR GRATE INV INVERT JT JOINT TRENCH MH MANHOLE POC POINT OF CONNECTION SD STORM DRAIN SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT TG TOP OF GRATE TYP TYPICAL WM WATER METER WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE SANITARY SEWER STORM DRAIN JOINT TRENCH JOINT SERVICE TRENCH PAVEMENT 4"AC / 8" CL2AB CONCRETE DRIVEWAY CONCRETE WALKWAY FLOW-THRU PLANTER STORM DRAIN MANHOLE STORM DRAIN INLET SEWER MANHOLE SEWER CLEANOUT SEWER SERVICE LATERAL FIRE HYDRANT WATER VALVE WATER METER (DOMESTIC) BACKFLOW PREVENTOR POINT OF CONNECTION DOUBLE CHECK DETECTOR ASSEMBLY WATER PIPE CROSSING TRANSFORMER X" SS WL X" SS WL X" SD X" SD JT JT SVC SVC SVC SVC SVC SVC SVC SDSSSSCO FH WV DISTANCE ABOVE GROUND: FLUSH WITH SURFACE FLUSH WITH SURFACE FLUSH WITH SURFACE FLUSH WITH SURFACE BELOW GROUND 36" ABOVE GROUND FLUSH WITH SURFACE FLUSH WITH SURFACE 30" ABOVE FINISH GRADE BELOW GROUND FLUSH WITH SURFACE 96" ABOVE FINISH GRADE Item 8.2 PLAN 4
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GALE DR OLIVA STREET MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT JT JT EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT JT JT
FDC
PIV
PIV
FDC
FDC
PIV
FDC
PIV
PIV
FDC
FDC
PIV
PIV
FDC
PIV
FDC

SSCO SSCO
SSCO
SSCO
WV
SS
SS
SS
SS
SD
SD
SD
SD
SD
WV
WM
WM
WM

WM F FF F

WM FH FH F
WV
WV
WV
DCA F
WV
DCA F
WV
WM FF
WM
WV FF
DCA
DCA
DCA
WV
WV F

WM DCA WV
IRR
WV
IRR
WM
WV

SS SDCO SDCO SDCO SDCO SDCO
DCA

DCA F DCA WV
WV

SD SD SD SD SD SD F F F F F

FH WV F FH

WV F F F F FFF F F F F F F F F F F F F F F F F F F F F F F F F F FF F 48" SD
6" SS WL
WL
6" SS 6" SS
6" SS
6" SS
6" SS 12" SD 6" SS
6" SS 12" SD 12" SD
12" SD
12" SD 12" SD 12" SD 12" SD
12" SD
12" SD
12" SD
12" SD
12" SD
12" SDWL WL
12" SD 8+00 7+00 1+00 6+00 5+00 4+00 3+00 2+00 1+00
2+00 2+60.32
1+00 2+00 2+66.74
1+00 2+00 2+56.33
1+00 2+00 2+40.50 BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS BLDG C 11 UNITS BLDG B 10 UNITS BLDG A 10 UNITS BLDG G 9 UNITS BLDG H 9 UNITS LOT 2 UTILITY CLOSET (TYP) FW WM & POC DW WM, BFP & POC (TYP) FH FH TRANSFORMER TRANSFORMER TRANSFORMER EX. FH (TO REMAIN) EX. FH (TO REMAIN) FW POC DW POC EX. DISCHARGE CONNECT TO EX. WL CONNECT TO EX. WL IRRIGATION METER, BFP & POC IRRIGATION METER, BFP & POC PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG G & H) SDMH#1
(CONNECT TO EX. SD)
(E) INV 176.5±
INV 177.0 OVERFLOW DI TG 186.3 INV 183.8 SDMH#5 RIM 187.2 INV 183.2 SDMH#4 RIM 187.8 INV 180.7 SDMH#3 RIM 186.5 INV 179.0 SDMH#2 RIM 186.4 INV 177.3 OVERFLOW DI GR 184.0 INV 181.5 SD DISCHARGE INV 183.5 SDDI GR 186.7 INV 184.2 SDDI GR 186.3 INV 183.8 SD DISCHARGE INV 183.1 OVERFLOW DI GR 183.6 INV 180.6 OVERFLOW DI GR 185.5 INV 177.4 SD DISCHARGE INV 185.8 SD DISCHARGE INV 185.15 OVERFLOW DI GR 185.5 INV 177.5 OVERFLOW DI GR 185.5 INV 177.6 OVERFLOW DI GR 185.5 INV 177.7 OVERFLOW DI GR 185.0 INV 177.8 OVERFLOW DI GR 185.0 INV 177.6 OVERFLOW DI GR 188.5 INV 179.2 OVERFLOW DI GR 189.0 INV 179.5 OVERFLOW DI GR 189.0 INV 179.7 OVERFLOW DI GR 189.0 INV 177.4 OVERFLOW DI GR 189.0 INV 180.9 SDMH#6 RIM 189.0 INV 181.4 OVERFLOW DI GR 188.0 INV 181.4 SDMH#9 RIM 188.9 INV 180.8 SDMH#5 RIM 188.6 INV 179.2 SDMH#7 RIM 188.6 INV 181.2 SDMH#8 RIM 189.3 INV 181.0 SDMH#10 RIM 188.7 INV 179.4 PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG D, E & F) PIV/FDC TO BE LABELED AND ASSIGNED PER BLDG (BLDG A,B, & C) SSMH#1
(CONNECT TO EX. SS)
(E) INV SSMH#2 INV 179.1 SSMH#3 INV 180.4 SSMH#4 INV 181.8 SSCO INV 184.0 SSCO INV 183.8 SSCO INV 182.9 SSCO INV 183.5 SSMH#5 INV 182.1 TRANSFORMER FOR LOT 2 OVERFLOW DI TG 186.4 INV 183.6

12.5' 5.0' 5.5'

12.5'

5.0'

5.5' 5.0' 4.0' 18.1' 20.7' 21.7' 5.3' 4.7' 4'

7.1'
CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY UTILITY PLAN - PHASE 2 C6.1 8 1" = 30' NOTES: 1. DEVELOPER TO INSTALL NEW WATER AND SEWER MAIN AND PROVIDE A PUBLIC UTILITY EASEMENT. 2. SIX INCH SANITARY SEWER PIPES SHALL HAVE A MINIMUM SLOPE OF S=0.0060 FT/FT PER WEST VALLEY SANITARY SEWER DISTRICT. 3. ONSITE STORM DRAIN SHALL BE PRIVATELY OWNED AND MAINTAINED. 4. STORM DRAIN PIPES SHALL HAVE A MINIMUM SLOPE TO MAINTAIN A VELOCITY OF 2 FEET PER SECOND WHEN FLOWING HALF FULL. 5. EXISTING SEWER LATERALS ONSITE ARE TO BE ABANDONED OR REMOVED AS NECESSARY. 6. TRANSFORMER LOCATIONS ARE PRELIMINARY AND SUBJECT TO REVIEW BY PG&E. 7. STORM DRAIN PIPE SHALL BE RCP, SEWER PIPE SHALL BE PVC SDR 35. SDSSSSCO WMDCA ABBREVIATIONS BLDG BUILDING BFP BACKFLOW PREVENTER DCA DOUBLE CHECK DETECTOR ASSEMBLY DI DRAIN INLET DW DOMESTIC WATER E,EX. EXISTING FH FIRE HYDRANT FW FIRE WATER GR GRATE INV INVERT JT JOINT TRENCH MH MANHOLE POC POINT OF CONNECTION SD STORM DRAIN SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT TG TOP OF GRATE TYP TYPICAL WM WATER METER WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE SANITARY SEWER STORM DRAIN JOINT TRENCH JOINT SERVICE TRENCH PAVEMENT 4"AC / 8" CL2AB CONCRETE DRIVEWAY CONCRETE WALKWAY FLOW-THRU PLANTER STORM DRAIN MANHOLE STORM DRAIN INLET SEWER MANHOLE SEWER CLEANOUT SEWER SERVICE LATERAL FIRE HYDRANT WATER VALVE WATER METER (DOMESTIC) BACKFLOW PREVENTOR POINT OF CONNECTION DOUBLE CHECK DETECTOR ASSEMBLY WATER PIPE CROSSING TRANSFORMER X" SS WL X" SS WL X" SD X" SD JT JT SVC SVC SVC SVC SVC SVC SVC SDSSSSCO FH WV DISTANCE ABOVE GROUND: FLUSH WITH SURFACE FLUSH WITH SURFACE FLUSH WITH SURFACE FLUSH WITH SURFACE BELOW GROUND 36" ABOVE GROUND FLUSH WITH SURFACE FLUSH WITH SURFACE 30" ABOVE FINISH GRADE BELOW GROUND FLUSH WITH SURFACE 96" ABOVE FINISH GRADE Item 8.2 SCALE: HOR. 1" = 30' VERT. 1" = 15' OLIVA LANE 140 150 165 180 195 210 225 240 140 150 165 180 195 210 225 240 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 SCALE: HOR. 1" = 30' VERT. 1" = 15' MONTADITO PLACE 155 165 180 195 155 165 180 195 1+00 1+50 2+00 2+50 3+00 SCALE: HOR. 1" = 30' VERT. 1" = 15' SARTEN PLACE 160 165 180 195 210 160 165 180 195 210 1+00 1+50 2+00 2+50 3+00 SCALE: HOR. 1" = 30' VERT. 1" = 15' CANELA PLACE 170 180 195 210 170 180 195 210 1+00 1+50 2+00 2+50 2+75 SCALE: HOR. 1" = 30' VERT. 1" = 15' PIMENTON PLACE 160 165 180 195 160 165 180 195 1+00 1+50 2+00 2+50 3+00 SDMH 1 STA: 1+08.17 (3.00' LT) RIM: 185.10
12" INV. IN: 177.00 S) SDMH 2 STA: 1+70.01 (2.99' LT) RIM: 186.51 12" INV. IN: 177.30 S) 12" INV. IN: 177.90 E) 12" INV. IN: 177.80 W) 12" INV. OUT: 177.30 (N) SDMH 4 STA: 5+36.19 (3.03' LT) RIM: 189.92
12" INV. IN: 180.70 S) 12" INV. IN: 180.80 E) 12" INV. OUT: 180.70 (N) SDMH 5 STA: 7+40.98 (3.00' LT) RIM: 187.70
12" INV. IN: 183.20 E) 12" INV. OUT: 183.20 (N) 205 LF 12" HDPE SD @ 0.012 160 LF 12" HDPE SD @ 0.011 62 LF 12" HDPE SD @ 0.005 206 LF 12" HDPE SD @ 0.008 116 LF 8" SS @ 0.005 FT/FT 181 LF 8" SS 207 LF 8" SS @ 0.007 FT/FT @ 0.007 FT/FT SSMH 1 STA: 1+33.07 (8.01' LT) RIM: 185.72
8" INV. IN: 178.50 S)
SSMH 2 STA: 2+48.92 (7.99' LT) RIM: 188.13
8" INV. IN: 179.10 S) 8" INV. IN: 179.10 E) 8" INV. OUT: 179.10 (N) SSMH 4 STA: 6+37.10 (7.99' LT) RIM: 188.96
8" INV. IN: 181.80 S) 8" INV. IN: 183.00 E) 8" INV. OUT: 181.80 (N) 61 LF 8" SS @ 0.005 FT/FT SSMH 5 STA: 6+99.95 (8.01' LT) RIM: 188.18
8" INV. IN: 182.10 W) 129 LF 8" SS @ 0.030 FT/FT 145 LF 8" SS @ 0.024 FT/FT SSCO 2 STA: 2+52.39 (0.00' ) RIM: 192.48 8" INV. OUT: 183.80 (W) 151 LF 8" SS @ 0.007 FT/FT SSMH 4 STA: 6+37.10 (7.99' LT) RIM: 188.96 8" INV. IN: 181.80 S) 8" INV. IN: 183.00 E) 8" INV. OUT: 181.80 (N) SSCO 3 STA: 6+37.10 (158.75' LT) RIM: 190.47
8" INV. OUT: 184.00 (W) 162 LF 8" SS @ 0.009 FT/FT SSCO 4 STA: 2+54.18 (0.00' RT) RIM: 189.00 STA: 1+41.98 CONNECT TO EX. WATER MAIN
INV. 182.45
STA: 1+90.70 8"W-LAT
INV. 183.16 STA: 2+00.98 8"W-LAT
INV. 183.31 STA: 2+28.53 8"W-LAT
INV. 183.71 STA: 2+68.97 8"W-LAT
INV. 184.33 STA: 2+89.30 8"W-LAT
INV. 184.59 STA: 3+01.30 8"W-LAT
INV. 184.77 STA: 3+21.78 8"W-LAT
INV. 185.07
STA: 3+89.28 8"W-LAT
INV. 186.05 STA: 3+97.85 8"W-LAT
INV. 186.18 STA: 4+13.81 8"W-LAT
INV. 186.41 STA: 4+40 8"W-LAT
INV. 186.61 STA: 4+78.64 8"W-LAT
INV. 186.40
STA: 5+98.78 8"W-LAT
INV. 185.93 STA: 6+19.50 8"W-LAT
INV. 185.91 STA: 6+50.01 8"W-LAT
INV. 185.79 STA: 6+55.29 8"W-LAT
INV. 185.76 STA: 6+77.72 8"W-LAT
INV. 185.67 STA: 6+81.29 8"W-LAT
INV. 185.66 STA: 6+83.20 8"W-LAT
INV. 185.66 STA: 7+16.34 11.5° BEND
INV. 185.53 STA: 7+26.81 8"W-LAT
INV. 185.17 STA: 7+40 8"W-LAT
INV. 184.73 STA: 7+44.48 8"W-LAT
INV. 184.57 STA: 7+56.77 CONNECT TO EX. WATER MAIN
INV. 184.16
SDMH 3 STA: 3+30.44 (3.00 LT) TG: 189.39
12" INV. IN: 179.00 (S) 12" INV. IN: 179.00 (E) 12" INV. OUT: 179.00 (N) SSMH 3 STA: 1+07.99 (0.00 ) TG: 191.03
8" INV. IN: 180.40 (E) 8" INV. IN: 180.40 (S) 8" INV. OUT: 180.40 (N) STA: 4+29.97 11.5° BEND INV. 186.67 8" W 430 LF (CONNECTION-BEND) 8" W 320 LF(BEND-CONNECTION) PROPOSED GRADE AT CENTERLINE EXISTING GRADE AT CENTERLINE

3.0' MIN PROPOSED GRADE AT CENTERLINE EXISTING GRADE AT CENTERLINE EXISTING GRADE AT CENTERLINE EXISTING GRADE AT CENTERLINE EXISTING GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE 630 LF JT(END-END) STA: 7+70 JT END
INV. 184.50
STA: 1+55.44

JT START
INV. 180.98
SSMH 1 STA: 1+33.07 (8.01' LT) RIM: 185.72
8" INV. IN: 178.50 S)
SSCO 1 STA: 2+37.02 RIM 189.43
SSMH 02 STA: 1+08.94
INV 180.05 SSMH 5 STA: 1+03.85
INV 181.53 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY UTLITY PROFILES C6.2 9 1" = 30' Item 8.2 SD
SD
SD
SD

SD SDCO SDCO SDCO
SD SD SD SD SD SD W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL 12" SD 12" SD 12" SD 12" SD
12" SD 12" SD FF
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BLDG H
9 UNITS
BLDG F
13 UNITS
BLDG D
13 UNITS FF 189.5 FF 189.5 FF 189.5 FF 189.5 IMP 1B IMP 1A IMP 2 IMP 4 TSM 185.75 TSM 185.0 TSM 183.5 TSM 185.75 SDMH
(CONNECT TO EX. SD)
(E) INV 176.5±
INV 177.0 SD DISCHARGE INV 183.5 SD DISCHARGE INV 185.75 OVERFLOW DI TG 186.3 INV 183.8 OVERFLOW DI GR 184.0 INV 181.5 OVERFLOW DI TG 185.5 SDDI GR 186.7 INV 184.2 SDDI GR 186.3 INV 183.8IMP 8 IMP 13 IMP 12 IMP 9 IMP 10 IMP 11 TSM 187.5 TSM 188.0 TSM 188.5 TSM 188.5 TSM 188.5 TSM 188.5 FF 189.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 189.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 189.50 FF 189.50 FF 188.50 FF 189.50 FF 189.50 FF 188.50 FF 188.50 FF FF 189.00 188.50 FF 189.25 FF 190.00 FF 189.75 FF 190.00 FF 189.25 FF 189.25 FF 189.75 189.25 FF 189.00 FF 188.75 FF 188.75 BLDG G
9 UNITS
BLDG E
14 UNITS IMP 14 IMP 15 LOT 2 DMA 1 DMA 2 DMA 3 DMA 4 DMA 13 DMA 12 DMA 11 DMA 9 DMA 10 DMA 8 DMA 14 DMA 15 12" SD OFFSITE DMA SDCO SDDI GR 186.3 INV 183.8 OVERFLOW DI GR 184.0 INV 179.5 12" SD 12" SD EXISTING BUILDING 12" SD C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY STORMWATER CONTROL PLAN - PHASE 1 C7.0 101" = 30' ABBREVIATIONS AVE AVENUE BLDG BUILDING DI DRAIN INLET DR DRIVE E,EX. EXISTING EG EXISTING GRADE FF FINISH FLOOR GR GRATE HP HIGH POINT INV INVERT LP LOW POINT MH MANHOLE SD STORM DRAIN SS SANITARY SEWER TP TOP OF PAVEMENT TSM TOP OF SOIL MIX W WEST WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE DMA BOUNDARY STORM DRAIN BIORETENTION AREA STORM DRAIN MANHOLE STORM DRAIN INLET TENTATIVE SPOT ARROW OVERLAND FLOW RELEASE X" SD X" SD SD NOTES 1) THE OFF SITE DMA REQUIRES 292 SF OF TREATMENT AREA. ALONG W HAMILTON AVENUE THERE IS NON-PROJECT RUNOFF COLLECTED BY THIS PROJECT AND WILL BE THE IN-LIEU DMA WHICH REQUIRES 352 SF OF TREATMENT AREA . THEREFORE, THE IN-LIEU DMA ALONG W HAMILTON AVENUE WILL BE UTILIZED AS AN IN-LIEU COMPLIANCE MEASURE TO OFFSET THE UNTREATED OFF-SITE DMA OF GALE DRIVE, SEE THE TABLE ON SHEET C7.2. Item 8.2 SD
SD
SD
SD

SD SDCO SDCO SDCO SDCO SDCO
SD SD SD SD SD SD W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL 12" SD 12" SD 12" SD 12" SD
12" SD
12" SD 12" SD FF
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BLDG H
9 UNITS
BLDG F
13 UNITS
BLDG C
11 UNITS
BLDG B
10 UNITS
BLDG A
10 UNITS
BLDG D
13 UNITS
12" SD FF 189.5 FF 189.5 FF 189.5 FF 189.5
12" SD IMP 1B IMP 1A IMP 2 IMP 3 IMP 4 TSM 185.75 TSM 185.0 TSM 183.1 TSM 183.5 TSM 185.75 SDMH
(CONNECT TO EX. SD)
(E) INV 176.5±
INV 177.0 SD DISCHARGE INV 183.5 SD DISCHARGE INV 185.75 SD DISCHARGE INV 183.1 OVERFLOW DI TG 186.3 INV 183.8 OVERFLOW DI GR 184.0 INV 181.5 OVERFLOW DI GR 183.6 INV 180.6 OVERFLOW DI TG 185.5 SDDI GR 186.7 INV 184.2 SDDI GR 186.3 INV 183.8IMP 8 IMP 13 IMP 12 IMP 9 IMP 10 IMP 11 TSM 187.5 TSM 188.0 TSM 188.5 TSM 188.5 TSM 188.5 TSM 188.5 FF 189.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 189.00 FF 189.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 190.00 FF 190.00 FF 190.00 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 189.50 FF 189.50 FF 189.00 FF 189.00 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 189.50 FF 190.00 FF 188.10 FF 188.10 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 189.10 FF 189.10 FF 188.10 FF 188.10 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 188.60 FF 189.10 FF 189.10 FF 188.60 FF 188.60 FF 188.50 FF 189.50 FF 189.50 FF 188.50 FF 188.50 FF FF 189.00 188.50 FF 189.25 FF 190.00 FF 189.75 FF 190.00 FF 189.25 FF 189.25 FF 189.75 189.25 FF 189.00 FF 188.75 FF 188.75 FF 188.75 FF 188.75 BLDG G
9 UNITS
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14 UNITS IMP 5 IMP 6 IMP 7 TSM 187.0 TSM 187.0 TSM 187.0IMP 14 IMP 15 LOT 2 DMA 1 DMA 2 DMA 3 DMA 4DMA 5 DMA 6 DMA 7 DMA 13 DMA 12 DMA 11 DMA 9 DMA 10 DMA 8 DMA 14 DMA 15 12" SD OFFSITE DMA CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY STORMWATER CONTROL PLAN - PHASE 2 C7.1 111" = 30' ABBREVIATIONS AVE AVENUE BLDG BUILDING DI DRAIN INLET DR DRIVE E,EX. EXISTING EG EXISTING GRADE FF FINISH FLOOR GR GRATE HP HIGH POINT INV INVERT LP LOW POINT MH MANHOLE SD STORM DRAIN SS SANITARY SEWER TP TOP OF PAVEMENT TSM TOP OF SOIL MIX W WEST WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE DMA BOUNDARY STORM DRAIN BIORETENTION AREA STORM DRAIN MANHOLE STORM DRAIN INLET TENTATIVE SPOT ARROW OVERLAND FLOW RELEASE X" SD X" SD SD NOTES 1) THE OFF SITE DMA REQUIRES 292 SF OF TREATMENT AREA. ALONG W HAMILTON AVENUE THERE IS NON-PROJECT RUNOFF COLLECTED BY THIS PROJECT AND WILL BE THE IN-LIEU DMA WHICH REQUIRES 352 SF OF TREATMENT AREA . THEREFORE, THE IN-LIEU DMA ALONG W HAMILTON AVENUE WILL BE UTILIZED AS AN IN-LIEU COMPLIANCE MEASURE TO OFFSET THE UNTREATED OFF-SITE DMA OF GALE DRIVE, SEE THE TABLE ON SHEET C7.1. Item 8.2 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY STORMWATER CONTROL NOTES & DETAILS C7.2 12 SURFACE DATA COMPARISON OF IMPERVIOUS AND PERVIOUS SURFACES AT PROJECT SITE EXISTING SURFACE (SF) PROPOSED SURFACE TO BE REPLACED (SF) NEW (SF) 2.e. IMPERVIOUS SURFACES ROOF AREA 18,584 18,584 71,849 TOTAL PROPOSED IMPERVIOUS SURFACE (REPLACED + NEW) ASPHALT DRIVEWAY 80,116 22,008 0 PUBLIC STREETS 3,284 2,984 0 PRIVATE STREETS 0 0 27,995 IMPERVIOUS SURFACES TOTAL e.1. 101,984 e.2. 43,576 e.3. 99,844 e.4. 143,420 2.f. PERVIOUS SURFACES TOTAL PROPOSED PERVIOUS SURFACE LANDSCAPE AREA 71,350 23,247 0 (REPLACED + NEW) PERVIOUS SURFACES TOTAL f.1. 71,350 f.2. 23,247 f.3. 0 f.4. 23,247 PERCENTAGE OF SITE'S IMPERVIOUS AREA REPLACEMENT (e.2/2.c.) X 100 g. 100% SURFACE DATA: 2.a. ENTER THE PROJECT PHASE NUMBER: N/A 2.b. TOTAL AREA OF SITE: 3.79 AC 2.c. TOTAL EXISTING IMPERVIOUS SURFACES ON SITE: 101,984 SF 2.d. TOTAL AREA OF SITE THAT WILL BE DISTURBED: 3.79 ACRES STORMWATER CONTROL MEASURE SUMMARY TABLE - PHASE 1 DMA# TREATMENT TYPE DRAINAGE AREA (SF) IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) EFFECTIVE TREATMENT AREA1 (SF) REQUIRED C.3 TREATMENT AREA2 (SF) TREATMENT AREA PROVIDED (SF) OVERFLOW RISER HEIGHT (in) 1 FLOW-THROUGH PLANTER 32,835 30,913 1,922 31,105 927 1,003 6 2 FLOW-THROUGH PLANTER 39,167 37,540 1,627 37,703 1,126 1,228 6 3 FLOW-THROUGH PLANTER 10,306 10,306 0 10,306 413 440 6 4 FLOW-THROUGH PLANTER 7,125 6,660 465 6,707 200 255 6 8 FLOW-THROUGH PLANTER 13,327 11,043 2,284 11,271 451 451 6 9 FLOW-THROUGH PLANTER 3,708 1,664 2,044 1,868 75 168 6 10 FLOW-THROUGH PLANTER 2,921 1,815 1,106 1,926 77 140 6 11 FLOW-THROUGH PLANTER 2,993 1,619 1,374 1,756 70 140 6 12 FLOW-THROUGH PLANTER 3,144 1,417 1,727 1,590 64 168 6 13 FLOW-THROUGH PLANTER 18,615 12,448 6,167 13,065 523 543 6 14 FLOW-THROUGH PLANTER 7,078 6,488 590 6,547 262 274 6 15 FLOW-THROUGH PLANTER 2,568 2,208 360 2,244 90 110 6 OFFSITE IN LIEU TREATMENT 7,492 7,292 200 7,312 292 SEE NOTE 3 6 NOTES: 1. EFFECTIVE TREATMENT EAREA IS EQUAL TO THE TOTAL IMPERVIOUS AREA PLUS 0.1 TIMES THE TOTAL PERVIOUS AREA. 2. THE REQUIRED C.3 TREATMENT AREA IS CALCULATED USING THE 0.2 INCH-PER-HOUR INTENSITY (UNIFORM INTENSITY APPROACH) ALSO KNOWN AS THE SIMPLIFIED SIZING METHOD AND 4 PERCENT METHOD PER THE SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM (SCVURPPP) C.3 STORMWATER HANDBOOK. 3. DMA 14 AND DMA 15 HAVE BEEN SIZED TO TREAT ADDITIONAL NON-PROJECT RUNOFF PROVIDING AN ADDITIONAL 384 SF OF TREATMENT CREDIT. THIS CREDIT WILL BE USED AS IN-LIEU COMPLIANCE TO OFFSET THE OFFSITE AREA OF GALE DRIVE. SEE NOTE 1 ON SHEET C7.0 HYDROMODIFICATION NOTE: THE PROJECT SITE IS LOCATED WITHIN AN AREA MAPPED AS CATCHMENTS DRAINING TO HARDENED CHANNEL AND/OR TIDAL AREAS ON THE CITY OF CAMPBELL HMP APPLICABILITY MAP. THUS, THE PROJECT IS EXEMPT FROM HYDROMODIFICIATION MANAGEMENT. PROJECT SITE INFORMATION: 1. SOILS TYPE: CLAY LOAM (C) 2. GROUND WATER DEPTH: MORE THAN 80 INCHES 3. NAME OF RECEIVING BODY: SAN TOMAS AQUINAS CREEK 4. FLOOD ZONE: ZONE X SOURCE CONTROL MEASURES: 1. LABEL ALL STORM DRAIN INLETS WITH "NO DUMPING - FLOWS TO BAY" STORMWATER CONTROL PLAN NOTE: THE REQUIRED C.3 TREATMENT AREAS ARE CALCULATED USING THE 4 PERCENT METHOD PER THE SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM C.3 STORMWATER HANDBOOK. OUTFLOW FLOW-THROUGH PLANTER DETAIL - IMP 1A & 4 NOT TO SCALE 12" MIN OUTFLOW 12" MIN WIDTH VARIESBIORETENTION NOTES: 1. SCARIFY SUBGRADE BEFORE INSTALLING BIORETENTION AREA AGGREGATE AND BIORETENTION SOIL MEDIA. 2. COMPACT EACH 6" LIFT OF BIORETENTION SOIL MEDIA WITH LANDSCAPE ROLLER OR BY LIGHTLY WETTING. IF WETTING, LET DRY OVERNIGHT BEFORE PLANTING. 3. NEVER WORK WITHIN BIORETENTION AREA LIMITS DURING RAIN OR UNDER WET CONDITIONS. 4. KEEP ALL HEAVY MACHINERY OUTSIDE BIORETENTION AREA LIMITS. FLOW-THROUGH PLANTER DETAIL - IMP 1B, 2, 3, & 5 TO 7 NOT TO SCALE 18" MIN
12" MIN BIORETENTION SOIL CLASS II DRAIN ROCK 4" PERFORATED PIPE OUTLET PIPE TSM 10"
6" CONCRETE DROP INLET WITH FRAME. ATRIUM OR BEEHIVE GRATE PREFERRED; 14" OPENINGS 2" 18" MIN
12" MIN BIORETENTION SOIL CLASS II DRAIN ROCK 4" PERFORATED PIPE OUTLET PIPE TSM 6" CLEANOUT
10" CONCRETE DROP INLET WITH FRAME. ATRIUM OR BEEHIVE GRATE PREFERRED; 14" OPENINGS WALK WAY ADJACENT BUILDING WALL STORMWATER CONTROL MEASURE SUMMARY TABLE - PHASE 2 DMA# TREATMENT TYPE DRAINAGE AREA (SF) IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) EFFECTIVE TREATMENT AREA1 (SF) REQUIRED C.3 TREATMENT AREA2 (SF) TREATMENT AREA PROVIDED (SF) OVERFLOW RISER HEIGHT (in) 1 FLOW-THROUGH PLANTER 32,835 30,913 1,922 31,105 927 1,003 6 2 FLOW-THROUGH PLANTER 39,167 37,540 1,627 37,703 1,126 1,228 6 3 FLOW-THROUGH PLANTER 33,848 31,368 2,480 31,616 941 1,180 6 4 FLOW-THROUGH PLANTER 7,125 6,660 465 6,707 200 255 6 5 FLOW-THROUGH PLANTER 1,946 1,926 20 1,928 58 101 6 6 FLOW-THROUGH PLANTER 1,485 1,470 15 1,472 44 111 6 7 FLOW-THROUGH PLANTER 4,403 3,537 866 3,624 106 145 7 8 FLOW-THROUGH PLANTER 13,327 11,043 2,284 11,271 451 451 6 9 FLOW-THROUGH PLANTER 3,708 1,664 2,044 1,868 75 168 6 10 FLOW-THROUGH PLANTER 2,921 1,815 1,106 1,926 77 140 6 11 FLOW-THROUGH PLANTER 2,993 1,619 1,374 1,756 70 140 6 12 FLOW-THROUGH PLANTER 3,144 1,417 1,727 1,590 64 168 6 13 FLOW-THROUGH PLANTER 18,615 12,448 6,167 13,065 523 543 6 14 FLOW-THROUGH PLANTER 7,078 6,488 590 6,547 262 274 6 15 FLOW-THROUGH PLANTER 2,568 2,208 360 2,244 90 110 6 OFFSITE IN LIEU TREATMENT 7,492 7,292 200 7,312 292 SEE NOTE 3 6 Item 8.2 PLAN 4
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STOP VAN Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK
GALE DR BLDG C 11 UNITS BLDG B 10 UNITS BLDG A 10 UNITS 153.1'
147.3'
127.0' 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

26.0' EVAE
BLDG G
9 UNITS
BLDG H
9 UNITS
146.8' 8.5' 8.7' 10' 10' 8.7' 8.9' 8.8' 7' LOT 2
143.2' 26.0' EVA 7' BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS13.3' WV
WV
WM
WM
WM

WM F FF F

WM FH FH F
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WV F F F F FFF F F F F F F F F F F F F F F F F F F F F F F F F F FF F FW WM & POC FH 02 FH 04 FH 06 EX. FH (TO REMAIN) FH 01 (EX FH TO REMAIN) FW WM & POC FW WM & POC FW WM & POC FW WM & POC FW WM & POC FW DCA & POC 400' FIRE HYDRANT RADIUS (TYP) FW WM & POC FH 03 WL

26.0' TC-TC FH 05 R=25.0' R=25.0' R=25.0' R=25.0' R=25.0' R=45.0' OLIVA LANE (AERIAL ACCESS) R=25.0' R=45.0' R=45.0' N0° 55' 20.00"W 167.950 R=45.0 R ' =25.0' R=25.0' R=25.0' R=4 R= 5.0' 45.0' R=25.0' R=45.0' R=45.0' R=45.0' R=25.0' R=45.0' R=25.0' R=25.0' R=25.0' R=25.0 FDC PIVFDC ' FDCPIVFDCPIVFDC FDCPIVFDCPIVFDC SARTEN PLACE (AERIAL ACCESS)

CANELA PLACE
(AERIAL ACCESS)

MONTADITO PLACE
(AERIAL ACCESS)

PIMENTON PLACE
(AERIAL ACCESS) R=25.0' R=45.0' R=45.0' R=25.0' R=50.0' R=50.0' R=30.0' R=30.0' R=50.0' C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 C8.0 13 1"=30' ABBREVIATIONS BLDG BUILDING BFP BACKFLOW PREVENTER DCA DOUBLE CHECK DETECTOR ASSEMBLY DI DRAIN INLET DW DOMESTIC WATER E,EX. EXISTING FH FIRE HYDRANT FW FIRE WATER GPM GALLONS PER MINUTE NFPA NATIONAL FIRE PROTECTION AGENCY POC POINT OF CONNECTION TYP TYPICAL WM WATER METER WL WATER LINE R=45.0 ' R=25.0 ' R=45.0 ' R=25.0 ' WMDCA LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE RED CURB " FIRE LANE - DO NOT PARK" AERIAL FIRE ACCESS ROUTE FIRE HYDRANT WATER VALVE WATER METER (DOMESTIC) BACKFLOW PREVENTOR POINT OF CONNECTION DOUBLE CHECK DETECTOR ASSEMBLY WL WLFH WV FIRE TRUCK TURNING DIAGRAM FIRE FLOW ANALYSIS PER CALIFORNIA FIRE CODE 2022 BUILDING NUMBER OF UNITS FIRE FLOW CALCULATION AREA (SF) CONSTRUCTION TYPE (SEE TABLE B105.1) OCCUPANCY FIRE FLOW (GPM) REDUCED FIRE FLOW (GPM) SEE NOTE 1 MINIMUM NUMBER OF HYDRANTS (SEE TABLE C105.1) AVERAGE HYDRANT SPACING (FT) A 10 23,644 V-B R2 4,250 3,187 5 300 B 10 23,644 V-B R2 4,250 3,187 5 300 C 11 23,434 V-B R2 4,250 3,187 5 300 D 13 23,434 V-B R2 4,250 3,187 5 300 E 14 28,800 V-B R2 4,500 3,375 5 300 F 13 28,800 V-B R2 4,500 3,375 5 300 G 8 12,469 V-B R2 3,000 2,250 3 400 H 8 12,469 V-B R2 3,000 2,250 3 400 LOT 2 84 84,443 V-B R2 7,750 5,813 (SEE NOTE 2) 8 250 PRELIMINARY FIRE ACCESS PLAN NOTES 1) A NFPA 13D FIRE SPRINKLER SYSTEM IS PROPOSED FOR LOT 1 AND SHALL HAVE A MAXIMUM FLOW REDUCTION OF 50 PERCENT. 2) A NFPA 13 FIRE SPRINKLER SYSTEM IS PROPOSED FOR LOT 2 AND SHALL HAVE A MAXIMUM FLOW REDUCTION OF 25 PERCENT. 3) AN APPROVED ALTERNATE MEANS (AMMR) IS INCLUDED IN THE PLAN SET. 4) A MODIFIED 13 SYSTEM SHALL BE SUBMITTED AND INSTALLED AS A DEFERRED SUBMITTAL. 5) A MODIFIED FIRE ALARM SYSTEM SHALL BE SUBMITTED AND INSTALLED AS A DEFERRED SUBMITTAL. 6) CC&R'S SHALL INCLUDE A PROVISION WHICH REQUIRES THAT DURING MAINTENANCE OR FUTURE ADDITIONS OF A BUILDING THE SPRINKLER SYSTEM BE OPERATIONAL AT THE END OF A WORK DAY OR A SOLUTION ACCEPTABLE TO THE SANTA CLARA FIRE DEPARTMENT Item 8.2 PLAN 4
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6" SS WL
6" SS WL
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTONPLACE
SARTEN PLACE BLDG C 12 UNITS BLDG B 10 UNITS BLDG A 10 UNITS FH EX. FH (TO REMAIN) 153.1'
147.3'
127.0'

26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

26.0' EVAE
BLDG G
9 UNITS
146.8' BLDG H
9 UNITS

8.53'

8.58'
5'
10'
5'

10.33'
5'

5.5'
BLDG F
13 UNITS
BLDG E
14 UNITS
BLDG D
14 UNITS TRASH ENCLOSURE LOT 2
CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY TRASH MANAGEMENT PLAN C9.0 141" = 30' WM DCA ABBREVIATIONS BLDG BUILDING BFP BACKFLOW PREVENTER DI DRAIN INLET DW DOMESTIC WATER E,EX. EXISTING FH FIRE HYDRANT FW FIRE WATER POC POINT OF CONNECTION TYP TYPICAL WM WATER METER WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE PAVEMENT FIRE HYDRANT WATER VALVE WATER METER (DOMESTIC & FIRE) BACKFLOW PREVENTOR POINT OF CONNECTION WL WLFH WV NOTES TRASH CANS WILL BE STORED IN THE GARAGES AND PLACED OUTSIDE THE GARAGE DOOR DURING TRASH PICKUP DAY. 32 6.13 Solid Waste Truck Overall Length 32.000ft Overall Width 10.3000ft Overall Body Height 13.4000ft Min Body Ground Clearance 1.220ft Track Width 10.3000ft Lock-to-lock time 6.00s Max Wheel Angle 27.60° 17.83 8.04 CollecƟon Vehicle Access and Truck Dimensions MAX STEERING ANGLE = 27.6' 30.05 ft 45.05 ft 38.49 ft 8.04 ft 17.83 ft 6.13 ft Item 8.2
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6" SS WL
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W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE
CANELA PLACE WL CONTRUCTION FENCE (TYP.)
153.1'
147.3'
127.0'

26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

26.0' EVAE
146.8' WDSTORAGE VS-FUEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE PTTW CONSTRUCTION WORKER PARKING CONSTRUCTION EQUIPMENT STORAGE WM
WM
DCA
DCA C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY CONSTRUCTION STAGING PLAN - PHASE 1 C10.0 151" = 30' ABBREVIATIONS AVE AVENUE BLDG BUILDING E,EX. EXISTING EXPY EXPRESSWAY EVAE EMERGENCY VEHICLE ACCESS EASEMENT TYP TYPICAL W WEST CONSTRUCTION STAGING LEGEND EXISTING CONSTRUCTION FENCING CONSTRUCTION ENTRANCE CONCRETE WASHDOWN AREA NON HAZARDOUS STORAGE PORTABLE TOILET WITH LINER TIRE WASH VEHICLE FUEL STORAGE WDPT TW VS-FUEL STORAGE PROJECT SITE SAN TOMAS EXPY W. HAMILTON AVE. DARRYL DRIVE SCALE: = PLAN VIEW 1" 250' NOTES 1. PRELIMINARY CONSTRUCTION EQUIPMENT TO BE USED MAY INCLUDE BUT ARE NOT LIMITED TO GRINDER, DUMP TRUCKS, SKID STEER, EXCAVATOR, AND BACKHOE. 2. POTENTIAL PRELIMINARY CONSTRUCTION EQUIPMENT THAT MAY REMAIN OVERNIGHT IN THE CONTRUCTION EQUIPMENT STORAGE AREA MAY INCLUDE BUT ARE NOT LIMITED TO GRINDER, EXCAVATOR, AND BACKHOE. EXISTING BUILDING Item 8.2 PLAN 4
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GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE
CANELA PLACE CONTRUCTION FENCE (TYP.)
153.1'
147.3'
127.0'

26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

26.0' EVAE
146.8' WDSTORAGE VS-FUEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE PTTW CONSTRUCTION WORKER PARKING CONSTRUCTION EQUIPMENT STORAGE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 CONSTRUCTION STAGING PLAN - PHASE 2 10.1 161" = 30' ABBREVIATIONS AVE AVENUE BLDG BUILDING E,EX. EXISTING EXPY EXPRESSWAY EVAE EMERGENCY VEHICLE ACCESS EASEMENT TYP TYPICAL W WEST CONSTRUCTION STAGING LEGEND EXISTING CONSTRUCTION FENCING CONSTRUCTION ENTRANCE CONCRETE WASHDOWN AREA NON HAZARDOUS STORAGE PORTABLE TOILET WITH LINER TIRE WASH VEHICLE FUEL STORAGE WDPT TW VS-FUEL STORAGE PROJECT SITE SAN TOMAS EXPY W. HAMILTON AVE. DARRYL DRIVE SCALE: = PLAN VIEW 1" 250' NOTES 1. PRELIMINARY CONSTRUCTION EQUIPMENT TO BE USED MAY INCLUDE BUT ARE NOT LIMITED TO GRINDER, DUMP TRUCKS, SKID STEER, EXCAVATOR, AND BACKHOE. 2. POTENTIAL PRELIMINARY CONSTRUCTION EQUIPMENT THAT MAY REMAIN OVERNIGHT IN THE CONTRUCTION EQUIPMENT STORAGE AREA MAY INCLUDE BUT ARE NOT LIMITED TO GRINDER, EXCAVATOR, AND BACKHOE. Item 8.2 PLAN 4
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6" SS WL
6" SS WL
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE BLDG G 9 UNITS BLDG C 11 UNITS BLDG B 10 UNITS BLDG A 10 UNITS EX. SW BLDG H 9 UNITS 15 BIORETENTION FACILITY (TYP) ACCESSIBLE PATH OF TRAVEL ACCESSIBLE UNIT (TYP) 18.0'

26.0'

26.0' TC-TC

5.0'

26.0' TC-TC

5.0' 11.6' LOT 2 BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS

3.5' 5.0'

4.8' 26.0' TRC-TRC

7.0' 26.0' TRC-TRC 9.0' 5.0'

4.0' 26.0' TRC-TSRC

10.5' 5.0'

5.0'

5.0' 36.5' 60.0' ± ROW 24.9'± ROW DEDICATION 3.0' 3.0' 26.0' TRC-TRC 24.0' 4.0' 5.0' 1.0' TO PL FROM 2ND FLOOR OVERHANG

5.0' SIDEWALK

TRANSITION

7.6' SETBACK 4.5' 4.5' 3.0' 3.0' 3.0' 19.7' 20.7' 4.0' 4.0' 4.0' 4.0' 5.5' 5.5' 4.0' 4.5' 4.0' 20.2' 62.2' 65.7' 4.0' 4.0' 57.7' 32.0' 4.0' 16.8' 4.0' 4.0' 12.1' 48.7' 14.2'

26.0'

5.0'

10.4'

8.31' 40.7' 10.0'

18.0' 8.5'

6.0' 1.0' 4.0' 35.2' 4.0' 4.0'

5.0' 5.0'

3.8' 5.0'

5.0'

5.0' 11.2' 9.3' CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELMINARY ACCESSIBILITY PLAN C11.0 171" = 30' ABBREVIATIONS BG BACK OF GUTTER C&G CURB & GUTTER ESMT EASEMENT EX EXISTING R RADIUS ROW RIGHT OF WAY SD STORM DRAIN SS SANITARY SEWER STD STANDARD SW SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB TSRC TOP OF SPILL ROLLED CURB TYP TYPICAL WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT PAVEMENT WALKWAY FLOW-THRU PLANTER ACCESSIBLE PATH OF TRAVEL Item 8.2 PLAN 4
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GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE LOT 2
CANELA PLACE PHASE 1A PHASE 2 PHASE 3
BLDG G
9 UNITS
BLDG H
9 UNITS
BLDG F
13 UNITS
BLDG E
14 UNITS
BLDG C
11 UNITS
BLDG B
10 UNITS
BLDG A
10 UNITS
BLDG D
13 UNITS PHASE 1B C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 LEGEND: PHASE NUMBER PHASE BOUNDARY PHASE 1 PHASING TABLE PHASE BLDG. UNIT NO. # OF UNITS BUILDING AREA (AC) COMMON AREA (AC) STREET AREA (AC) TOTAL AREA (AC) 1 1A F, G, H 1-29 29 0.32 1.19 0.68 2.17 1B N/A N/A 0 0.00 0.05 0.16 0.21 2 D, E 30-56 27 0.35 0.29 0.00 0.64 3 A, B, C 57-87 31 0.44 0.26 0.07 0.77 TOTAL 87 1.11 1.79 0.91 3.79 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 CONSTRUCTION PHASING C12.0 181" = 30' Item 8.2 STOP
VAN
Architecture Planning Interiors
444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.07.2025
317083.00

JOINT TRENCH COMPOSITE PLAN

JOINT TRENCH SECTIONS AND DETAILS

JOINT TRENCH COMPOSITE TITLE SHEET

JOINT TRENCH GENERAL NOTES AND DETAILS
SHEET NO. DESCRIPTION

JOINT TRENCH DETAILS
JT5
JT4
JT1
JT2
JT3
(8) NEW SERVICE COMPLETIONS (ELECTRIC, CATV, AND TELEPHONE TO (8) BUILDINGS THAT INCLUDE (89) CONDOMINIUM UNITS.
(678) L.F. OF JOINT TRENCH &

SHALL BE INSTALLED WITH THIS JOINT TRENCH PLAN SET

EX GAS
JT

EX JT SVC
ECOH
EEOH
ECUG
EEUG
ETUG
JTX
ETOH
GAS
CUG
EUG
TUG
UOH

EX FO
ESL
EUOH
EUUG
PVT JT
N

SUBSTRUCTURE VERIFICATION STAMP

APPROVED FOR SUBMITTAL HAIDER KAMMOONAH

QUALIFIED APPLICANT DESIGN ENGINEER
-
JT1

JOINT TRENCH COMPOSITE

TITLE SHEET
DESCRIPTION: BY: DATE: STATUS: 07-07-2025 R

TARRAR UTILITY CONSULTANTS
-

TARRAR UTILITY CONSULTANTS
C2 COLLABORATIVE

TARRAR UTILITY CONSULTANTS
A = APPROVED · ANS = APPROVED NOT SIGNED · NA = NOT APPROVED· F = FIRST SUBMITTAL · SS = SECOND SUBMITTAL · R = RECEIVED - XXXX
XXXX
XXXX R
R
R
- XX-XX-XXXX

XX-XX-XXXX

XX-XX-XXXX
02-21-2025
02-21-2025
04-22-2025 AT&T
CSW
QUANTA
- - -
HHJA 04-22-2025 R

KHALID TARRAR

CITY VENTURES
PG&E
- ROBERT HASSING

BEN LOPEZ
224116 (925) 240-2595 TBD
- TELEJOBNO

CATVJOBNO
224116 TBD
-
(408) 439-1476
(669) 216-0022
650-465-3628
Item 8.2
C H U N T H A L E J O N E S A R C H I T E C T S Architecture Planning Interiors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 07.07.2025 317083.00 JT2 JOINT TRENCH GENERAL NOTES AND DETAILS Item 8.2 Architecture Planning Interiors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 07.07.2025 317083.00 "A" "B" JT3 JOINT TRENCH DETAILS Item 8.2 Architecture Planning Interiors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 07.07.2025 317083.00 JT4 JOINT TRENCH SECTIONS/DETAILS Item 8.2

EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS

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JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT SVC EUG
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SVC JT JT JT C H U N T H A L E J O N E S A R C H I T E C T S Architecture Planning Interiors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 07.07.2025 317083.00 JT5 JOINT TRENCH COMPOSITE PLAN N ··· Item 8.2 Attachment 3

Page 1 of 1 ends

Construction Phasing Schedule
To allow for the termination of the existing leases and vacation of the existing commercial building the project will have 3 construction phases as follows and six (6) lots with phased Final Maps1. Time performance of the affordable housing units as proposed will meet the requirements of CMC 21.24.050.

1.) Phase 1(Phase 1A and Phase 1B)
a. Phase 1 is comprised of Lot 1 (Oliva Lane), Lot 4 (Buildings F), Lot 2 (Building I), and Lot 3 (Buildings G and H).
b. Phase 1A includes Oliva Lane from Gale to approximately Building C, Lot 2, Buildings G, H and F along with Montadito Place, Pimenton Place and Sarten Place. Oliva Lane contains backbone infrastructure to service the site and as such Lot 1 will be first Final Map filed and Phase to be built. c. Phase 1B includes the remaining portion of Oliva Lane from approximately Building C to Hamilton Avenue.

2.) Phase 2 is comprised of Lot 5 (Building E and Building D). Infrastructure for Lot 5 will be built as part of Lot 1 in Phase 1.

3.) Phase 3 is comprised of Lot 6 (Buildings C, Buildings B, Buildings A and Canela Place).

Infrastructure for Phase 3 will be built as part of Phase 1 within Oliva Lane and Sarten Place and as part of Phase 3 within Canela Place. Phase 3 will commence after termination of the existing leases and vacation of the existing commercial (by others). 1 Project may be phased pursuant to Chapter 3, Article 4, Section 66456.1 of the Subdivision Map Act.

Developer reserves the right to file multiple maps.

Item 8.2
Tuesday, January 20, 2026 292 of 681
Environmental Information Supporting a
Categorical Exemption for the
700 West Hamilton Avenue Project
Prepared for:

Stephen Rose
City of Campbell
November 2025
Item 8.2
Tuesday, January 20, 2026 293 of 681
Environmental Information Supporting a
Categorical Exemption for the 700 West Hamilton
Avenue Project
Prepared for:

Stephen Rose
City of Campbell
Prepared by:

Ascent Environmental
455 Capitol Mall, Suite 300
Sacramento, CA 95814
Pat Angell
Project Director
[email protected]
916.732.3324
November 2025
Item 8.2
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700 W. Hamilton Avenue – Housing Development Project i

TABLE OF CONTENTS
Section Page
LIST OF ABBREVIATIONS ........................................................................................................................................................................... II 1 INTRODUCTION ............................................................................................................................................................................ 1 2 PROJECT DESCRIPTION .............................................................................................................................................................. 2

2.1 Project Location and Setting ............................................................................................................................................ 2

2.2 Project Characteristics......................................................................................................................................................... 4 3 CONSISTENCY ANALYSIS ........................................................................................................................................................ 10

3.1 Criterion (A)...........................................................................................................................................................................10

3.2 Criterion (B)............................................................................................................................................................................10

3.3 Criterion (C)...........................................................................................................................................................................10

3.4 Criterion (D)...........................................................................................................................................................................12

3.5 Criterion (E)............................................................................................................................................................................19 4 EXCEPTIONS TO THE EXEMPTION ........................................................................................................................................ 19

4.1 Cumulative Impacts Criterion..........................................................................................................................................19

4.2 Significant Effects Due to Unusual Circumstances Criterion ...............................................................................20

4.3 Scenic Highways Criterion...............................................................................................................................................20

4.4 Hazardous Waste Sites Criterion...................................................................................................................................20

4.5 Historical Resources Criterion........................................................................................................................................20 5 SUMMARY.................................................................................................................................................................................... 21 6 REFERENCES ................................................................................................................................................................................ 22 Appendices
Appendix A: Project Site Plan
Appendix B: Biological Resources
Appendix C: Air Quality
Appendix D: Noise
Appendix E: Traffic
Figures
Figure 1 Project Site Location............................................................................................................................................................3 Figure 2 Proposed Site Plan...............................................................................................................................................................8 Figure 3 Proposed Building Elevations...........................................................................................................................................9 Tables
Table 1 Project Characteristics.........................................................................................................................................................4 Table 4 Estimated Construction Emissions by Year (Average Daily) ................................................................................ 12 Table 5 Estimated Operational Emissions (Average Daily).................................................................................................. 13 Item 8.2
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LIST OF ABBREVIATIONS
ADU accessory dwelling units
BAAQMD Bay Area Air Quality Management District
BMP best management practices
CAAQS California ambient air quality standards
CalEEMod California Emissions Estimator Model
CDFW California Department of Fish and Wildlife
CE Categorical Exemption
CEQA California Environmental Quality Act
CNEL Community Noise Equivalent Level
CO carbon monoxide
cy cubic yards
DBL California Density Bonus Law
DTSC California Department of Toxic Substances Control
LID low impact design
NPDES National Pollutant Discharge Elimination System
PG&E Pacific Gas and Electric
project 700 W Hamilton Avenue Project
SCVURPPP Santa Clara Valley Urban Pollution Prevention Plan SCVWD Santa Clara Valley Water District
sf square feet
SWPPP Stormwater Pollution Prevention Plan
SWRCB State Water Resources Control Board
TAC toxic air contaminants
VMT vehicle miles traveled
Item 8.2
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700 W. Hamilton Avenue – Housing Development Project 1
1 INTRODUCTION
This report serves as the technical documentation of an environmental analysis performed by Ascent for the 700 West Hamilton Avenue Project (“project”) in the City of Campbell. The intent of the analysis is to document whether the project is eligible for a Class 32 Categorical Exemption (CE) pursuant to California Environmental Quality Act (CEQA) State CEQA Guidelines Section 15332. The report provides an introduction, project description, and evaluation of the project’s consistency with the requirements for a Class 32 exemption. The report concludes that the project is eligible for a Class 32 Exemption.

CEQA Guidelines Section 15332 states that a CE is allowed when:
a. The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations. b. The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses.
c. The project site has no value as habitat for endangered, rare, or threatened species. d. Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality.
e. The site can be adequately served by all required utilities and public services In addition, CEQA Guidelines Section 15300.2 outlines exceptions to the applicability of a CE, including cumulative impacts, significant effects due to unusual circumstances, scenic highways, hazardous waste sites, and historical resources. A full listing of these exceptions and an assessment of their applicability to the project is provided in this report.

Ascent evaluated the project’s consistency with the above requirements, including its potential impacts in the areas of biological resources, air quality, traffic, noise, and water quality, as well as the exceptions to the applicability of a Class 32 exemption, to confirm the project’s eligibility for the Class 32 CE.

Additionally, on June 30, 2025, Governor Gavin Newsom signed two budget trailer bills, Assembly Bill (AB) 130 and Senate Bill (SB) 131, enacting some of the most significant reforms to the California Environmental Quality Act (CEQA) in recent history, along with a broad range of additional changes to land use and housing law. These provisions took effect immediately on July 1, 2025 (ABAG 2025). AB 130 includes a new exemption from CEQA for certain urban infill housing development projects. The exemption, codified in Public Resources Code Section 21080.66, provides a complete exemption from CEQA for all aspects of a qualifying “housing development project,” including any permits and public improvements required for the project. This exemption applies in all incorporated cities, including charter cities, and in unincorporated “urban areas”. This new exemption offers broader eligibility and fewer barriers for qualifying projects than the existing Class 32 categorical infill exemption, although some projects may qualify for the Class 32 exemption that do not qualify for this exemption (ABAG 2025). To qualify for this exemption, the project must display the following metrics; be considered a housing development project, be located within an incorporated city, be considered an urban infill project, and be less than 20 acres.

This project is considered a housing development project because over two-thirds of its square footage is designated for residential use; the project is located in the City of Campbell, which is an incorporated city; the project site is urban infill because it is on a previously developed site and could be eligible for this exemption.

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2 PROJECT DESCRIPTION

2.1 PROJECT LOCATION AND SETTING
The project is a 3.83-acre project site (Assessor Parcel Number [APN] 307-39-037) at 700 West Hamilton Avenue in Campbell, CA. The project site is located southwest of the intersection of Hamilton Avenue and San Tomas Expressway. The project site is bound by the concrete-lined San Tomas Aquino Creek on the east side of the project site with San Tomas Expressway bordering the creek on the other side. Surrounding uses include singlefamily homes and the Larkspur Landing hotel to the east of the project site, across San Tomas Expressway.

Additional single-family homes and duplexes are located to the south, while commercial and office buildings are situated to the north and west. The site is currently developed with an office building and associated surface parking lot which will be demolished as part of the project. The project site has a General Plan land use designation of Commercial Corridor Mixed-Use (45-60 units per gross acre). Figure 1 shows the study parcel.

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Source: Adapted by Ascent Environmental in 2025.

Figure 1 Project Site Location
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2.2 PROJECT CHARACTERISTICS
The project would involve the demolition and construction of 173 units, totaling approximately 212,848 square feet (sf) of residential use, on a 3.83-acre project site that is currently developed with an office building and associated surface parking lot. The project proposes to subdivide the site into two lots. Lot 1 would include Buildings A through H, comprising 89 townhome-style condominium units distributed across eight four-story buildings, served by 151 parking spaces. Lot 2 would feature a single five-story building containing 84 apartment units, with 65 dedicated parking spaces. In addition, the project would provide 8 guest parking spaces, for a total of 224 onsite parking spaces. Green outdoor spaces in the project area would include community gathering amenities, pedestrian pathways, and a thoroughfare for bikes and pedestrian connectivity to the surrounding commercial businesses on Hamilton Avenue. The site plan is provided in Figure 2 and proposed building elevations are provided in Figure 3.

The project would be demolished in phases; Phase 1A would include the southern half of the project site along Gale Drive, Phase 1B would include the western parcel along West Hamilton Avenue, and Phase 2 would include the northeast corner of the project site. The figure on page 7; Existing Conditions and Demolition Plan details the demolition phases (City Ventures 2025a). Additionally in Appendix A: Project Site Plan; the utility plans, stormwater construction, and construction plans are presented in phases to stagger construction. The project applicant has included an Environmental Commitments Letter in the proposal package to the City of Campbell planners that identifies project components that would reduce effects to noise, air quality, and biological resources, to specifically address criterion to comply with CE 32 (City Ventures 2025b).

Vehicular access to the project site would be provided by Gale Drive and West Hamilton Avenue. No natural gas infrastructure is proposed. In addition, the common areas would include a community playground, an open lawn area, community mailboxes, street trees, bike racks, stormwater swales, an open courtyard with seating, and raised planter beds for sitting and larger trees. Table 1 summarizes the characteristics of the project.

Table 1 Project Characteristics
Characteristic Project
Address 700 West Hamilton Avenue
Assessor’s Parcel Numbers 307-39-037
Gross Lot Area 3.83 acres
Development Area Approximately 56,134 square feet ( 1.3 acres), or 34 percent of site Height < 65 feet
Residential Units 173 units
Vehicle Parking 224 parking spaces
Building Energy All Electric
Source: City Ventures 2025a.

2.2.1 Construction
Construction activities are anticipated to take two to three years from the start of construction. Construction activities would involve site demolition, preparation and grading, paving, landscaping, and building construction. As stated above and shown in the figure Existing Conditions and Demolition Plans and Appendix A, the project would be demolished and constructed in staggered phases. No pile driving is proposed. All trees within the proposed development footprint would be removed. Site preparation and grading activities would require 4,400 cubic yards (cy) of cut and 5,000 cy of fill for a net import of 600 cy. The site is already fully developed and paved; the proposed project would create more impervious surfaces than what currently exists at the project site. Construction activities within the project area shall occur pursuant to the hours and days outlined in the City of Campbell Municipal Code to the maximum extent feasible. Specifically, construction activities shall be limited to the hours of 8:00 AM – 5:00 PM, Monday through Friday, 9:00 AM – 4:00 PM on Saturday, and no construction on Sunday.

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Source: City Ventures 2025.

Figure 2 Proposed Site Plan
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Source: Adapted by Ascent Environmental in 2025.

Figure 3 Proposed Building Elevations
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10 700 W. Hamilton Avenue – Housing Development Project 3 CONSISTENCY ANALYSIS

3.1 CRITERION (A)
The project is consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations.

3.1.1 General Plan and Zoning
To qualify for a Class 32 exemption, a project must be “consistent with the applicable general plan designation and all applicable general plan policies as well as with applicable zoning designation and regulations” (CEQA Guidelines Section 15332[a]).

The project site is designated and zoned Commercial Corridor Mixed-Use (45–60 units per gross acre) under the City’s General Plan (City of Campbell 2023b). The site is generally flat and currently developed with an existing office building and surface parking lot. The proposed development would construct 173 residential units on a 3.83-acre site, resulting in a density of approximately 45.16 units per acre—within the allowable range for the land use designation.

The project would include a minimum of 26 affordable units: 17 deed-restricted for Very Low-Income households and nine (9) deed-restricted for Moderate-Income households. As such, the project qualifies as a housing development under the State Density Bonus Law (SDBL). Pursuant to the SDBL, the applicant has requested waivers from certain development standards to allow the project as designed, as well as two concessions, which the project is eligible for by providing at least 10 percent of base units as affordable to Very Low-Income households.

The first concession would provide relief from the City’s ground floor non-residential requirements identified in the Form-Based Zone Map and Section 3.110 of the City’s Multifamily Development and Design Standards. The second concession would allow modified timing, dispersal, size, and variation of affordable units as proposed in the Alternative Housing Plan, consistent with the Conditions of Approval and the City’s Inclusionary Housing Ordinance (CMC Chapter 21.24). The requested waivers and concessions would not result in additional environmental impacts.

Additionally, the project would comply with the 2040 General Plan policies and requirements related to water use, stormwater management, traffic, noise, air quality, and construction practices. Therefore, the project is consistent with both the State Density Bonus Law and the City of Campbell 2040 General Plan.

3.2 CRITERION (B)
The proposed development occurs within city limits on a project site of no more than five acres substantially surrounded by urban uses.

The proposed development is located within the Campbell city limits on a 3.83-acre site, which is less than five acres in size and substantially surrounded by urban uses. The site is bordered by commercial and residential development, the concrete-lined San Tomas Aquinas Creek, and the San Tomas Expressway. Accordingly, the project is consistent with Criterion (B).

3.3 CRITERION (C)
The project has no value as habitat for endangered, rare, or threatened species.

A Biological Resources Site Assessment was prepared for the project (reference Appendix B) to evaluate potential impacts related to biological resources. The project site is located within a highly developed urban area surrounded on all sides by commercial, residential, and infrastructure development. Based on the reconnaissance survey and review of Item 8.2
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700 W. Hamilton Avenue – Housing Development Project 11 aerial imagery, the site does not contain state or federally protected wetlands, aquatic or riparian habitats, or other sensitive natural communities. Landscaping within and adjacent to the site is regularly maintained, resulting in frequent disturbance of groundcover and foliage. As such, the site does not provide suitable habitat for special-status plant or wildlife species and has no value as habitat for endangered, rare, or threatened species.

Additional detail regarding the methods, findings, and conclusions of the biological assessment are provided in Appendix B and in Sections 3.3.1 (Nesting Bird Considerations) and 3.3.2. (Special Status Bat Considerations) below.

3.3.1 Nesting Bird Considerations
Several trees on the project site could provide suitable nesting habitat for songbirds and raptors. Accordingly, the biological report recommends that a qualified biologist conduct preconstruction nesting bird surveys within seven (7) days prior to any vegetation removal or ground-disturbing activities occurring during the nesting season (February 1 through September 1). Such activities, including grading or operation of heavy equipment, could cause ground vibrations or other disturbances that may result in nest abandonment.

If active nests are identified during the preconstruction survey, a non-disturbance buffer shall be established around each nest and maintained until the young have fledged. The buffer distance would be determined by a qualified biologist based on the species and its sensitivity to disturbance, but is typically 75 feet for nesting passerine birds and up to 300 feet for nesting raptors. Implementation of this measure would avoid potential impacts to nesting birds and raptors.

The project applicant agrees to these measures for biological resource protections as part of project implementation (City Ventures 2025b).

3.3.2 Special Status Bat Considerations
While there are no CNDDB records of special-status bats within three miles of the project site, the pallid bat (Antrozous pallidus) is known from within 5 miles of the project site and is designated as California “species of special concern.” This bat could roost in the trees or building on-site and common bat species including hoary bat (Lasiurus cinereus) could also be present on the project site.

As such, the biological report recommends the following protection measure as part of project implementation:

A qualified biologist conduct a survey for special-status and common bat species within the project site and a zone of influence around the project site prior to any building demolition, modification or any tree limbing or removal. This should include surveying all stands of trees and all tree hollows on the project site, examining any suitable openings for bats in trees or under loose bark for indirect evidence of bat use such as the presence of accumulations of invertebrate remains and/or the presence of excrement (guano) on the ground beneath such openings that would indicate roosting activity. If the building on site is proposed to be removed or renovated, all eaves and openings in the buildings should also be examined for evidence of bats.

If bats or signs of bats are found on-site, tree trimming and/or removal or building demolition should only be conducted during seasonal periods of bat activity: between August 31 and October 15, when bats would be able to fly and feed independently, and between March 1 and April 15 to avoid hibernating bats, and prior to the formation of maternity colonies.

Any trees that will be removed, and that the biologist has identified as having potentially suitable bat roost habitat, should be removed using a two-day phased removal method:
 On day one, in the afternoon, limbs and branches should be removed using chainsaws only. Limbs with cavities, crevices, and deep bark fissures should be avoided.  On day two, the rest of the tree should be removed under the direct supervision of the biologist.

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12 700 W. Hamilton Avenue – Housing Development Project If tree removal or building demolition must occur outside of the seasonal activity periods mentioned above (i.e., between October 16 and February 28/29, or between April 16 and April 30), then a qualified biologist, one with at least two years of experience surveying for bats, should do preconstruction surveys within 14 days of starting work. If the qualified biologist finds evidence of bat presence during the surveys, then they should develop a plan for removal and exclusion, in conjunction with CDFW.

The project applicant agrees to these measures for biological resource protections as part of project implementation (City Ventures 2025b).

3.4 CRITERION (D)
Approval of the project would not result in any significant effects relating to air quality, transportation, noise, or water quality.

Technical studies and communication with technical staff were prepared for the Air Quality (Appendix C), Traffic, Noise (Appendix D), and Water Quality (SCVWD 2025) analyses. The following discussion provides an analysis of the project’s potential effects with respect to air quality, traffic, noise, and water quality and is based on the findings and conclusions of the technical studies. Note that while the project site would use phased demolition and construction, the analysis accounted for the entire project being demolished and built at one time. Because of this, the stated impacts in the following analysis may be less than what was concluded in the individual studies because of the staggered nature of the demolition and construction process.

3.4.1 Air Quality
Criteria Air Pollutants and Ozone Precursors
Construction
Based on project-specific information, including building type and size, and location, emissions modeling was conducted using the latest version of the California Emissions Estimator Model (CalEEMod). Table 4 summarizes construction emissions associated with the project in comparison to Bay Area Air Quality Management District (BAAQMD) thresholds of significance. All emissions modeling inputs and outputs are presented in Appendix C.

Table 4 Estimated Construction Emissions by Year (Average Daily) Construction Emissions ROG NOx PM10
Exhaust
PM10
Total1
PM2.5
Exhaust
PM2.5
Total1
2026 Average Daily Emissions (lb/day) 0.62 13.00 0.17 <1 0.16 <1 2027 Average Daily Emissions (lb/day) 0.83 11.00 0.13 <1 0.12 <1 2028 Average Daily Emissions (lb/day) 29.89 7.32 0.09 <1 0.09 <1 BAAD Construction Threshold (average daily) 54 54 82 N/A 54 N/A Exceeds Threshold? No No No N/A N/A No
Notes: BAAD=Bay Area Air District; ROG = reactive organic gases; NOx = oxides of nitrogen; PM2.5 = fine particulate matter; PM10 = respirable particulate matter; lb/day = pounds per day.
1 Total = Total of exhaust and fugitive emissions of PM. Note that thresholds are for exhaust portions of PM; thus, exhaust emissions are lower than reported totals. See Appendix C, CalEEMod outputs for a breakdown by pollutant type.

Source: Illingworth and Rodkin Inc 2024.

As shown in Table 4, project-generated construction emissions would not exceed any adopted BAAQMD thresholds of significance for any criteria air pollutant or ozone precursor. Therefore, the project would not contribute to the nonattainment status of the region or contribute to an adverse health outcome from exposure to concentrations of criteria air pollutants.

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Project operations would result in the generation of criteria air pollutants and precursors from mobile-source emissions related to vehicle trips to and from the project site, area sources associated with landscaping equipment, and energy-related emissions (i.e., indirect emissions from electricity generation). Modeling was conducted using project-specific information (e.g., building size/type, operational year) and model defaults. The operational modeling results are summarized in Table 5.

Table 5 Estimated Operational Emissions (Average Daily) Emissions Source ROG
(lb/day)
NOx
(lb/day)
PM10 Exhaust
(lb/day)
PM2.5 Exhaust
(lb/day) CO2 Emissions
Mobile NA NA NA NA 1,046.56
Area NA NA NA NA 3.02
Waste NA NA NA NA 39,92
Energy and other NA NA NA NA 6.73
Total Emissions 9.27 2.45 6.28 1.62 1,096.23
BAAD Operations Threshold (daily) 54 54 82 54 N/A
Exceeds Threshold? No No No No N/A
Notes: ROG = reactive organic gases; NOx = oxides of nitrogen; PM2.5 = fine particulate matter; PM10 = respirable particulate matter; lb/day = pounds per day; BAAD = Bay Area Air District.
1 Total = Total of exhaust and fugitive emissions of PM. See Appendix C for a breakdown of exhaust, fugitive, CO2 and total PM emissions.

Source: Illingworth and Rodkin Inc 2024.

As shown in Table 5, the project operational emissions would not exceed adopted BAAQMD thresholds of significance for any criteria air pollutant or ozone precursor. Because the project does not exceed the thresholds it would not contribute to the nonattainment status of the region. Further, the project would not include natural gas infrastructure. These features all serve to reduce on-site emissions sources, consistent with the primary objectives of the forthcoming City of Campbell GHG reduction targets (Illingworth and Rodkin Inc 2024).

The project’s construction and operational emissions of criteria air pollutants and ozone precursors would not exceed adopted thresholds of significance and would not contribute to the nonattainment status of the region or conflict with the implementation of the forthcoming GHG Reduction Targets. In addition, the project would not contribute to an adverse health outcome from exposure to concentrations of criteria air pollutants exceeding the national ambient air quality standards (NAAQS) or California ambient air quality standards (CAAQS) due to compliance with BAAQMD standards and City of Campbell 2040 General Plan guidance (Illingworth and Rodkin Inc 2024).

Toxic Air Contaminants
The project would construct all-electric single-family homes which would not include any major stationary toxic air contaminants (TAC) sources. Construction activity is the only source of TAC emissions from the Project. Construction equipment and associated heavy-duty truck traffic generates diesel exhaust and PM2.5. Diesel exhaust is a known carcinogen and poses health risks for sensitive receptors. A health risk assessment of the Project’s construction activities was conducted that evaluated potential health effects to nearby sensitive receptors from construction emissions of diesel exhaust (as DPM) and PM2.5. This assessment used dispersion modeling to predict the off-site concentrations of DPM and PM2.5 (including fugitive sources) resulting from project construction, so that health risks could be evaluated.

The project would not include natural gas infrastructure (reducing on-site TAC emissions). Thus, because projectgenerated TAC sources would not be substantial, they would likewise not result in considerable contributions to the cumulative risk levels in the project vicinity. Implementation of the project would not result in a new major TAC source that could exceed project-level or cumulative risk thresholds at any nearby existing receptor. More details are presented in Appendix C.

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14 700 W. Hamilton Avenue – Housing Development Project Emissions that Generate Odors
The project would not introduce new odor sources to the project area. The use of heavy-duty diesel equipment during project construction would be intermittent and short-term in nature and would dissipate rapidly with increasing distance from the source. Therefore, the project would not result in substantial odor impacts adversely affecting a substantial number of people.

Carbon Monoxide
In accordance with BAAQMD guidance, if a project would result in more than 44,000 vehicles per hour in an affected intersection, the project could potentially increase localized concentrations of carbon monoxide (CO) resulting in a CO impact (BAAQMD 2017). Additional trips associated with project construction and operations would be over 6,000 trips per day. Therefore, the project would not result in localized concentrations that could exceed the applicable thresholds or expose sensitive receptors to substantial concentrations of CO.

Applicable Thresholds and Standards
The City of Campbell is within the BAAQMD and would be required to follow guidance about air pollution control from BAAQMD thresholds and associated guidance from the City of Campbell 2040 General Plan. Appendix C contains a complete list of BAAQMD thresholds relevant to the project and City of Campbell 2040 General Plan policies that the project would follow for design guidelines. Additionally, the project applicant has agreed to follow the BAAQMD best management practices (bmps) (City Ventures 2025b).

3.4.2 Traffic
Potential to Conflict with a Program, Plan, Ordinance, or Policy Addressing the Circulation System
As identified in Impacts 3.14-1 of the General Plan Draft EIR, the 2040 General Plan would increase the demand for transit and transit travel times would be adversely impacted due to the increased roadway traffic congestion that may affect several transit corridors by increasing travel times and decreasing headway reliability for transit vehicles associated with the implementation of the 2040 General Plan (City of Campbell 2023b and 2023c). Potential increases in transit vehicle delays are a result of buses operating in mixed-flow lanes with other vehicles. Impact 3.14-1 pertaining to the increased demand for transit was determined to be less than significant; however, in relation to the Regional Transportation Plan/Sustainable Community Strategy Plan consistency, the impact analysis concluded that impacts related to capacity for regional roads would be significant and unavoidable with implementation of all feasible mitigation measures.

As identified in Impact 3.14-1 of the General Plan EIR, the 2040 General Plan includes policies and actions including improving bicycle facilities as part of transportation improvement projects, providing linkages to all modes of travel, and implementation of a citywide bike plan to improve bicycle access. Impact 3.14-1 related to bicycle facilities was determined to be less than significant. As identified in Impact 3.14-1 of the General Plan EIR, the 2040 General Plan includes policies and actions including closing existing sidewalk gaps, building new pedestrian connections, enhancing pedestrian intersection crossings, and enhancing pedestrian comfort levels on sidewalks (City of Campbell 2023b and 2023c). Impact 3.14-1 related to pedestrian facilities was determined to be less than significant.

There are existing bicycle lanes and pedestrian walkways on Hamilton Avenue. Implementation of the project would not modify existing bicycle and pedestrian facilities or interfere with any proposed facilities included in the City Bikeways Master Plan or Master Walkways Plan. In addition, the project would include landscaping and implementation of a walkway and bicycle thoroughfare through the project site, thus enhancing pedestrian and bicycle connectivity and facilities within and around the project site. Darryl Drive and Gale Drive which would also be used as access to the project site do have sidewalks and are residential streets with less traffic. During construction within the public right-of-way, in accordance with City requirements, the construction contractor would prepare and implement a traffic control plan to facilitate the movement of all travelers. Implementation of a traffic control plan would minimize disruption to existing bicycle and pedestrian facilities during construction activities. For these Item 8.2
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700 W. Hamilton Avenue – Housing Development Project 15 reasons, the project would not adversely affect an existing or planned roadway, transit, bicycle, or pedestrian facility; and would not conflict with any adopted plans, policies, or standards related to such facilities.

Potential to Conflict or be Inconsistent with CEQA Guidelines Section 15064.3(b) The General Plan EIR disclosed the results of a VMT assessment which determined that implementation of the General Plan would result in a significant and unavoidable impact. In April 2023, Campbell adopted its updated General Plan and Housing Element Update. The EIR prepared for this effort stated that “General Plan implementation would result in a significant VMT impact” and the impact would be significant and unavoidable. Projects consistent with a general plan EIR are evaluated under State CEQA Guidelines Section 15183 that do not require subsequent environmental review except where it might be necessary to examine whether there are project-specific significant effects that are particular to the project or site., As per the City's revised VMT Policy, amended on April 16, 2024, the proposed project would not generate a significant VMT impact if:

1. The proposed land use is consistent with the General Plan,

2. The incremental change in residential units falls within the incremental change assumed in the General Plan EIR VMT analysis, and

3. The proposed project is consistent with the City’s VMT policies.

The approved General Plan zoning for the project parcel is 45 to 60 dwelling units per acre. The project's proposed residential density is approximately 45 dwelling units per acre and is consistent with the General Plan. City staff has indicated that the VMT analysis conducted for the General Plan EIR assumed more housing growth (386 additional units) in the project site’s Traffic Analysis Zone (TAZ) than proposed by the project (173 units)(City of Campbell 2023c). Therefore, the project’s proposed housing units are assumed to be part of the General Plan VMT analysis.

The General Plan EIR also outlined potential policies and actions in the General Plan’s Transportation Element Goal T3 (page T-6, also see Appendix) “Manage Traffic Demand and Reduce Vehicle Miles Traveled.” The Policies and Action Items outlined in Goal T-3 provide general policy-level directions and actions for the City to reduce its overall VMT and vehicular trip making. As there are no specific actions relevant to residential developments, the proposed project is considered consistent with the General Plan’s Goal T-3.

Since the project is 1) consistent with the General Plan, 2) covered under the General Plan EIR VMT analysis, and 3) consistent with the City’s VMT Policies, the proposed project would not have a VMT impact per the City’s VMT policy.

Potential to Substantially Increase Hazards Due to a Geometric Design Feature or Incompatible Use
The project would be subject to and comply with all City of Campbell design and safety standards and regulations that are intended to reduce transportation hazards. Additionally, the project is subject to the City of Campbell review process which would ensure that adequate sight distance would be provided at all access points. City Staff identified an additional stop sign, a 12-inch white line limit, and a double yellow centerline stripe that have been added to the preliminary site plan to comply with the City of Campbell design and safety standards. The project applicant would be required to prepare and submit a traffic control plan to ensure that construction activity would minimize potential safety impacts during construction in the public right-of-way. In addition, the project plans would be subject to review by City staff to ensure that applicable design standards and specifications are met to minimize transportation hazards during operations. For these reasons, the project would not substantially increase hazards due to design features or incompatible use.

Potential to Result in Inadequate Emergency Access
As identified in Impact 3.14-4, the General Plan states that the City of Campbell maintains the roadway network, emergency access to new development sites proposed under the Project would be subject to review by the City of Campbell (in accordance with industry design standards, including the City of Campbell Standard Specifications (2022) and responsible emergency service agencies, ensuring the projects would be designed to meet all emergency access and design standards. The City also requires the preparation of construction management plans that minimize Item 8.2
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Categorical Exemption Ascent
16 700 W. Hamilton Avenue – Housing Development Project temporary obstruction of traffic during site construction. Impact 3.14-4 related to emergency access was determined to be less than significant.

Emergency access into and through the project site has been reviewed by the Santa Clara County Fire District. Santa Clara County Fire Department determined that the project applicant would have to comply with the California Fire (CFC) and Building (CBC) codes. The letter from the Fire Department identified necessary changes to the project application, which was incorporated into the project design plan (City Ventures 2025a, C8.0).

All new and modified roadways would be designed and constructed in accordance with applicable City and California Fire Code design regulations and guidelines. For these reasons, the project would be designed to meet applicable access and design standards, and the project would not result in inadequate emergency access.

3.4.3 Noise
Potential to Result in Substantial Temporary (Construction) Noise Construction activities associated with the project would include site preparation, grading, and building construction. No pile driving or blasting is anticipated. General Plan Policy N-1.11 requires developers to prepare a construction management plan that defines best management practices to reduce construction noise and includes proposed truck routes as a part of the entitlement process (See Appendix D for detailed noise modeling results). In addition, construction activity shall occur pursuant to the hours and days outlined in the City of Campbell Municipal Code to the maximum extent feasible. Specifically, construction activities shall be limited to the hours of 8:00 AM – 5:00 PM, Monday through Friday, 9:00 AM – 4:00 PM on Saturday, and no construction on Sunday. These commitments were reiterated in the project commitments letter by the project applicant (City Ventures 2025b). Therefore, construction activity would not take place during hours when people are more sensitive to noise increases (i.e., nighttime).

Potential to Result in Long-Term (Operational) Noise (Mobile and Stationary) Stationary Noise
The project would result in long-term operational stationary source noise associated with residential land uses (e.g., heating ventilation and cooling [HVAC] systems, people congregating/talking) and mobile source noise associated with project-generated vehicle trips. The project would be designed to comply with the City Municipal Code,

21.16.70.E and the City of Campbell General Plan Policy N-1.4 which establishes an interior community noise equivalent level [CNEL] for residential land use may not exceed 45 dB in any habitable room. Additionally, if the windows must be closed to meet the interior CNEL of 45 dB, then the mechanical ventilating system or other HVAC systems may be required. CalGreen Standards stipulate that for buildings exposed to exterior noise levels of 65 dB or more the interior noise should not exceed 50 dB.

Traffic on San Tomas Expressway is the primary source of noise affecting the site. Veneklasen (Appendix D) visited the site on Monday, September 30, 2024, and placed meters on the roof of the existing building to capture the hourly sound levels on the site for a 24-hour period. Veneklasen also completed short-term noise measurements the maximum daytime dB was 70 and the highest nighttime dB was 81. With the proposed windows and wall construction types for the project, the noise analysis states that the interior noise level would be 45 to less than 40 dB throughout the project site with the requirement that windows would have to be shut and ventilation system would be installed to meet City of Campbell’s CNEL requirements. Because the City has stricter standards than the State, the proposed project interior noise levels would also meet State requirements. Therefore, operational stationary noise associated with the project would not exceed applicable noise standards.

Traffic Noise
The project would result in new vehicle trips and an associated increase in traffic noise. Existing traffic noise levels on the surrounding roadway network range from 53 dB to 81 dB (see Appendix D for detailed modeling inputs). These noise levels are higher than allowable under the City of Campbell code noise standards at the nearest proposed residences to that roadway (Zones A, B, and C). Project specific project commitments have been included into the Item 8.2
Tuesday, January 20, 2026 312 of 681
Ascent Categorical Exemption
700 W. Hamilton Avenue – Housing Development Project 17 project design to satisfy the City’s exterior and interior noise level criteria (City Ventures 2025b). Additionally, the project has committed to on-site construction noise measures to minimize noise during operations and reduce the impact to less than significant. General Plan Policy N-1.11 requires developers to prepare a construction management plan that defines best management practices to reduce construction noise and includes proposed truck routes as a part of the entitlement process.

As stated above, because the project and its traffic related impacts were identified and analyzed in the General Plan EIR, the project would not cause a more significant impact due to additional traffic noise. Therefore, projectgenerated traffic noise would not exceed the City’s allowable increase in residential areas or result in a long-term increase in traffic noise.

Potential to Result in Excessive Vibration
Development of the project would not result in the long-term operation of a significant source of ground vibration (i.e., train or highway). In addition, project construction would not require the use of vibration-intensive equipment such as pile drivers or blasting. Vibration associated with project construction would dissipate rapidly from the source. For these reasons, the project would not result in the generation of excessive groundborne vibration or groundborne noise levels.

Potential to Expose People Residing or Working in the Project Area to Excessive Airport Noise Levels
The project site is not located within an airport land use plan area, or within 3 miles of a public airport, public use airport, or within 2 miles of a private airstrip. San Jose Internation Airport is the closest airport and is located approximately 7.6 miles northeast of the project site. For these reasons, the project would not result in noise impacts related to the exposure of people residing or working in the project area to excessive aircraft-related noise levels.

3.4.4 Water Quality
Potential for the Project Implementation to Result in Violations of Water Quality Standards/Waste Discharge Requirements/Surface or Groundwater Quality The project would disturb over 1 acre of soil and would therefore be required to comply with the California Construction General Permit Order 2022-0057-DWQ. The Permit requires the implementation of a Stormwater Pollution Prevention Plan (SWPPP) which identifies site-specific temporary best management practices (BMPs) (e.g., tarping of any stockpiled materials or soil) and permanent BMPs to reduce pollutants in construction stormwater discharges and reduce the potential for soil erosion and sedimentation. The SWPPP would also include BMPs for hazardous waste and contaminated soils management and a spill prevention and control plan. Individual development projects would be required to comply with Chapter 14.02 Stormwater Pollution Control of the City of Campbell Municipal Code, as well as implement BMPs per General Plan Policy CSF-5.4 for the prevention of erosion and the control of loose soil and sediment, to ensure that construction does not result in the movement of unwanted material into waters within or outside the plan area. The Stormwater Pollution Control chapter provides regulations and gives legal effect to certain requirements of the NPDES permit issued to Campbell regarding municipal stormwater and urban runoff requirements. During construction of projects in the City, the dischargers, through individual coverage under the State’s General Construction NPDES permit must develop and implement a SWPPP and perform monitoring of discharges to stormwater systems to ensure compliance with State regulations and General Plan Policy CSF-5.2 Construction impacts would be less than significant under project and cumulative conditions (Impact 4.9).

Additionally, the City requires new development projects to include appropriate features to meet applicable regional Municipal Regional Stormwater Permit (MRP) Provision C.3 requirements and implement low impact design (LID).

Common LID strategies that would be appropriate for the plan area would include treatment methods such as bioretention basins and flow-through planters, green roofs, media filtration devices, and pervious surfaces. These features would be included within individual sites on a project-by-project basis. Compliance with existing requirements of Chapter 14.02 of the Municipal Code, Chapter 20.80 of the Municipal Code, the City’s Municipal Code Chapter 21.26, the Santa Clara Valley Runoff Pollution Prevention Program, The City of Campbell Stormwater Item 8.2
Tuesday, January 20, 2026 313 of 681
Categorical Exemption Ascent
18 700 W. Hamilton Avenue – Housing Development Project Management Plan and MS4 requirements, along with implementation of General Plan policies COS-7.6, CSF-5.2, CSF5.3, CSF-5.4, and CSF-5.6, would reduce surface water quality impacts associated with occupancy of projects in the General Plan.

The project is subject to the water quality control requirements identified above. Project design plans include water quality control features for the site (City Ventures 2025a, C7.0). Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans.

The project would not violate any water quality standards or waste discharge requirements during construction or operation due to adherence to the California Construction General Permit and the City of Campbell Municipal Code.

Potential for Project Implementation to Result in Alteration of Existing Drainage Pattern or the Site through Addition of Impervious Surface Which Would Result in Erosion, Increase Runoff Which Would Result in Flooding, Exceed Existing Storm Drain System, or Impede Flood Flows.

The General Plan EIR identifies locations in the City of Campbell that are within FEMA-designated 100-year flood hazard Zone A or could be inundated from levee failure. Construction activities are regulated by the NPDES General Construction Storm Water Permit. Compliance with the storm water permit during construction activities requires the preparation of a Stormwater Pollution Prevention Plan (SWPPP) that contains BMPs to control the discharge of pollutants, including sediment, into local surface water drainages. Additionally, the City, in accordance with its approved SWMP, must implement Post-Construction Storm Water Management in new development and redevelopment. Further, the Santa Clara Valley Urban Pollution Prevention Plan (SCVURPPP) implements pollution prevention, source control, monitoring and outreach programs aimed at reducing pollutants in stormwater runoff and protecting water quality and beneficial uses of the San Francisco Bay and Santa Clara Valley creeks and rivers.

Additionally, the General Plan regulates LID and BMPs for minimizing flood hazards to occur because of new development that would result from the General Plan. Compliance with the existing regulations contained in the City’s Municipal Code would reduce potential impacts associated with flooding and stormwater drainage to a level that is less than significant for the General Plan under project and cumulative conditions (Impact 4.9).

The project site is located within the 100-year flood hazard Zone A. However, Valley Water confirmed that the adjacent San Tomas Aquino Creek is capable of managing a 100-year flood and not spilling into the project area.

Additionally, the project is above grade of the creek and is a foot or two above the water elevation at the projected potential ponding areas at the project site. The project is required to comply with Chapter 21.22.050 Provisions for flood hazard reduction and Chapter 14.01 stormwater pollution control from the City’s Municipal Code. Project design plans include water quality control and drainage features for the site (City Ventures 2025a).

The stormwater management facilities have been strategically integrated into the project design to maximize both feasibility and functionality, while complementing the overall site layout. By positioning these facilities within shared open space areas, the project design would ensure aesthetic and function use to the landscape. Approximately 12 percent of the shared open spaces are dedicated to stormwater management features, which will help capture, treat, and infiltrate stormwater runoff, thereby enhancing site sustainability and resilience.

The project would include a storm drain system that would be constructed and connected to the storm drain systems on Gale Drive and West Hamilton Avenue site. Some stormwater would also be treated in one of the several stormwater treatments areas on-site (City Ventures 2025a). Implementation of the stormwater control plan would prevent the project from creating or contributing runoff that would exceed the capacity of the existing stormwater conveyance infrastructure or otherwise result in flooding on or near the project site. In addition, although the existing drainage pattern through the site would be altered, it would not result in erosion or increased runoff which would result in flooding, exceedance of storm drain systems, or impediment of flood flow.

Potential for Project Implementation to Obstruct Implementation of a Water Quality Control Plan or Sustainable Groundwater Management Plan
The City of Campbell is entirely within the Santa Clara Subbasin recharge area and six Santa Clara Valley Water District (SCVWD) groundwater recharge facilities with a total of 122.4 acres are located within the City boundaries.

The Santa Clara Subbasin is not subject to the Sustainable Groundwater Management Act. The project would not Item 8.2
Tuesday, January 20, 2026 314 of 681
Ascent Categorical Exemption
700 W. Hamilton Avenue – Housing Development Project 19 substantially change development patterns and the areas of impermeable surfaces from those approved in the General Plan. The project is located in a developed urban area and would have less of an impact than a project converting open lands and spaces. Therefore, the project would not conflict with the Water Quality Control Plan for the SCVWD.

3.5 CRITERION (E)
The site can be adequately served by all required utilities and public services.

The project would be located within an existing urban area served by existing public utilities and services. The project is large and would construct and service 173 residential units. This would result in more utilities and services being used in the area. However, the project site was scheduled for development of affordable housing via Cycle 6 Housing Element the City of Campbell completed in 2023 (City of Campbell 2023a).

The municipal water supply is provided by San Jose Water Company and would serve the site. Pacific Gas and Electric (PG&E) currently provides electricity services to the project site and would continue to do so with implementation of the project. Sewer connections would be made to existing West Valley Sanitation District facilities. No natural gas is proposed for the project; thus, electricity would be provided through existing transmission lines near the project site.

Separate encroachment permits for the installation of utilities to serve the development would be required (including water, sewer, gas, electricity, etc.). The project applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. The project would be consistent with Criterion (E). 4 EXCEPTIONS TO THE EXEMPTION

4.1 CUMULATIVE IMPACTS CRITERION
As discussed in Section 3.3, Criterion (C) above, the project site does not have value as habitat to endangered, rare, or threatened species, and project activities would not result in any impacts related to sensitive biological resources.

Therefore, the project would not contribute to any cumulative impacts related to biological resources. As discussed in Section 3.4.3 “Air Quality” air quality analyses already considers cumulative impacts and these impacts were found to be less than significant. Because the project would result in less-than-significant air quality impacts, it would not result in a cumulatively considerable contribution to cumulative air quality impacts. As described in Section 3.4.4, “Traffic,” the project would be subject to and designed in accordance with adopted local plans and policies that regulate the City circulation system as well as design specifications and standards that minimize transportation hazards and ensure adequate emergency access. Therefore, the project’s contribution to a cumulative impact related to the circulation system, transportation hazards, and inadequate emergency access would not be cumulatively considerable. Similar to air quality analyses, VMT analyses take into account cumulative impacts, and the project’s VMT would be within the VMT analyzed as part of the City of Campbell General Plan and would not create a new significant impact. Thus, the project would not result in a cumulatively considerable contribution to cumulative VMT impacts.

The project would involve temporary noise and vibration during construction; however, these effects are localized and would cease upon completion of construction activities. In addition, project noise levels from on-site stationary noise sources would not exceed City Municipal Code thresholds and additional vehicle trips associated with project implementation would not result in a substantial increase in traffic noise. Therefore, the project would not result in a cumulatively considerable contribution to a cumulative noise impact. As discussed in Section 3.4.6 “Water Quality,” the project would not contribute pollutants such that water quality would be impacted and would be served by available utilities and public services.

Additionally, as stated above, the project site has been approved by the City of Campbell General Plan for residential affordable housing development. With implementation of General Plan policies and actions intended to guide growth to appropriate areas and provide services necessary to accommodate growth, the land uses allowed under the proposed General Plan, the infrastructure anticipated to accommodate proposed land uses, and the goal and policy Item 8.2
Tuesday, January 20, 2026 315 of 681
Categorical Exemption Ascent
20 700 W. Hamilton Avenue – Housing Development Project framework would not induce growth that would exceed adopted thresholds, beyond those disclosed and analyzed throughout the General Plan EIR. Therefore, impacts related to these issue areas were found to be less than significant and the project would not result in a cumulatively considerable contribution to potential cumulative impacts. This exception does not apply to the project.

4.2 SIGNIFICANT EFFECTS DUE TO UNUSUAL CIRCUMSTANCES

CRITERION
CEQA Guidelines Section 15300.2 states that “a categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.” There are no unusual circumstances that exist in connection with the project, project site, or surrounding environmental conditions. The project site is located within an existing, developed area adjacent to a residential neighborhood near existing community amenities and transportation. The project’s residential land uses would complement the existing physical arrangement of residential properties within the vicinity of the project site. Developing new townhomes and associated amenities adjacent to an existing, developed residential area is not unusual. In addition, the project site does not possess any characteristics which could qualify as unusual. Further, the unusual circumstances exception requires findings of both unusual circumstances and a potentially significant effect from the unusual circumstances. As discussed above, there are neither potentially significant effects from the project, nor any unusual circumstances. There are no unique or unusual circumstances at the project site or related to construction and operation of the project that have the potential to result in a significant environmental impact to the environment. This exception would not apply to the project.

4.3 SCENIC HIGHWAYS CRITERION
CEQA Guidelines Section 15300.2 states that a categorical exemption “shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway.” The project site is located on the corner of Hamilton Avenue and San Tomas Expressway. The project is located two miles south of Route 280, an eligible State-designated Scenic Highway (Caltrans 2025). Existing land uses between Route 280 and the project site include several residential neighborhoods, community parks, and commercial spaces. The project site would not be visible from eligible Route 280. Therefore, the project would not damage scenic resources including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This exception would not apply to the project.

4.4 HAZARDOUS WASTE SITES CRITERION
CEQA Guidelines Section 15300.2 states that a categorical exemption “shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.” A search of the California Department of Toxic Substances Control (DTSC) EnviroStor Database (DTSC 2025) and the State Water Resources Control Board (SWRCB) GeoTracker Database (SWRCB 2025) was conducted in May 2025. The records review indicated that this project site is not listed for cleanup, permitting, or investigation of any hazards or hazardous waste contamination on either of these lists. In addition, there are no identified active hazardous sites located within

0.25 miles of the project site (DTSC 2025; SWRCB 2025). Therefore, this exception does not apply to the project.

4.5 HISTORICAL RESOURCES CRITERION
Section 15332 of the State CEQA Guidelines allows for the use of a categorical exemption for infill development, provided that the contemplated development meets certain criteria, and that none of the exceptions to the exemptions apply (CEQA Guidelines Section 15300.2). This includes not causing a substantial adverse change in the significance of a historical resource; this includes both built environmental features and archaeological sites.

Item 8.2
Tuesday, January 20, 2026 316 of 681
Ascent Categorical Exemption
700 W. Hamilton Avenue – Housing Development Project 21 The building on-site that would be demolished for the project was built in 1972. That means the building meets the 50-year recommended threshold for evaluation (California Register of Historical Resources criteria [as defined in CCR Title 15, Chapter 11.5, Section 4850]). However, because the site has previously been developed and is fully built out and landscaped, a Phase 1 archaeological survey is not required. Based on a preliminary assessment by City staff, it does not appear to meet the California Register of Historical Resources criteria.

City Staff provided the following statement;
 Staff is unaware of the building being associated with events that made a significant contribute to the broad patterns of California’s history and cultural heritage.  Staff is unaware of the building being associated with the lives of persons important in our past.  Staff is unaware of the building to embody the distinctive characteristics of a type, period, region, or method of construction, or represents the work of a master, or possess high artistic values.  Staff is unaware of any past conditions or characteristics of the building or site that have yielded, or are likely to yield, information important to prehistory or history.

Standard best management practices and compliance with state guidelines (Public Resources Code Section 21083.2(b)) would address accidental discovery concerns related to archaeological sites during construction. For these reasons, the project would not result in a substantial adverse change in the significance of a historic resource. As a result, this exception does not apply to the project.
5 SUMMARY
Based on this analysis, the project meets all criteria for a Class 32 Categorical Exemption pursuant to CEQA Guidelines Section 15332. Further, none of the exceptions to the Categorical Exemption listed in CEQA Guidelines Section 15300.2 apply to the project.

Item 8.2
Tuesday, January 20, 2026 317 of 681
Categorical Exemption Ascent
22 700 W. Hamilton Avenue – Housing Development Project 6 REFERENCES
ABAG. See Association of Bay Area Governments.

Association of Bay Area Governments. 2025 (July). High-Level Summary of Key Provisions in AB 130 (2025) and SB 131 (2025). Available: https://abag.ca.gov/sites/default/files/documents/2025-07/AB-130-SB-131-2025-Summary07312025.pdf. Accessed November 11, 2025.

BAAQMD. See Bay Area Air Quality Management District.

Bay Area Air Quality Management District. 2017. Spare the Air Cool the Climate. Final 2017 Clean Air Plan. Available:
https://www.baaqmd.gov/~/media/files/planning-and-research/plans/2017-clean-air-plan/attachment-a_- proposed-final-cap-vol-1-pdf.pdf. Accessed May 2025.

California Department of Transportation. 2025. California State Scenic Highway System Map. Available:
https://caltrans.maps.arcgis.com/apps/webappviewer/index.html?id=465dfd3d807c46cc8e8057116f1aacaa.

Accessed May 2025.

Caltrans. See California Department of Transportation.

CAL FIRE. See California Department of Forestry and Fire Protection.

City of Campbell. 2023a. 6th Cycle 2023-2031 Housing Element. Adopted April 18, 2023. Available:
https://www.campbellca.gov/ArchiveCenter/ViewFile/Item/2953. Accessed May 25, 2025. ———. 2023b. Envision Campbell 2040 General Plan Update. Adopted April 18, 2023. Available:
https://www.campbellca.gov/ArchiveCenter/ViewFile/Item/2951. Accessed May 25, 2025. ———. 2023c (March). Final Environmental Impact Report for the Envision Campbell General Plan and Housing Update. State Clearinghouse number 20220300566. Prepared by De Novo Planning Group. El Dorado Hills, CA. Available: https://www.campbellca.gov/DocumentCenter/View/21251/2040-Campbell-General-Plan-EIRComplete?bidId=. Accessed November 11, 2025.

City Ventures. 2025a (March 7). 700 West Hamilton Avenue Campbell California Project Design Plans. ———. 2025b (March 6). PLN-2024-146 Project Commitments from City Ventures to Stephen Rose at the City of Campbell.

Department of Toxic Substances Control. 2025. DTSC EnviroStor Database. Available https://www.envirostor.dtsc.ca.gov/public/map/?global_id=38330005. Accessed May 2025.

DTSC. See Department of Toxic Substances Control.

Illingsworth and Rodkin. 2024 (December). 700 W. Hamilton Avenue Construction Health Risk and Greenhouse Gas Emissions. Prepared for City Ventures, Cotati, California Santa Clara Valley Water District. 2025. 700 W Hamilton Avenue email to Stephen Rose on Monday March 3, 2025 about the FEMA Zone A and spilling effect of the San Tomas Aquino Creek adjacent to the project site.

SCVWD. See Santa Clara Valley Water District.

State Water Resources Control Board. 2025. GeoTracker Website. Available: https://geotracker.waterboards.ca.gov/.

Accessed May 2025.

SWRCB. See State Water Resources Control Board.

Item 8.2
Tuesday, January 20, 2026 318 of 681
SB 330 PRE-APPLICATION SUBMITTAL DATE: 09.30.2024
700 WEST HAMILTON AVENUE
CAMPBELL, CALIFORNIA 95008
APN: 307-39-037
APPLICANT:

CITY VENTURES
1185 MASON STREET
SAN FRANCISCO, CA 94123
CONTACT: PAMELA NIETING
Vice President
E-MAIL: [email protected]
www.cityventures.com
ARCHITECT:

HUNT HALE JONES ARCHITECTS
444 SPEAR STREET, SUITE 105
SAN FRANCISCO, CA 94105
CONTACT: DAN HALE
Architect
PHONE: 415.568.3833
E-MAIL: [email protected]
www.hunthalejones.com
CIVIL ENGINEER:

CSW_ST2
5870 STONERIDGE MALL ROAD, SUITE 203
PLEASANTON, CA 94588
CONTACT: MICHAEL VIDRA
Project Manager
PHONE: 925.7874982
E-MAIL: [email protected]
www.cswst2.com
LANDSCAPE ARCHITECT:

C2 COLLABORATIVE
100 AVENIDA MIRAMAR
SAN CLEMENTE, CA 92672
CONTACT: CHRIS FORTUNATO
Principal
PHONE: 562.209.5553
E-MAIL: [email protected]
www.c2collaborative.com
UTILITY CONSULTANTS:

TARRAR
813 FIRST ST.

BRENTWOOD, CA 94513
CONTACT: TAMMY MEDRANO
Asst. Project Manager
PHONE: 949.240.2595
E-MAIL: [email protected]
www.tarrar.com
Item 8.2
PROJECT DESCRIPTION CITY VENTURES IS PLEASED TO SUBMIT A PROPOSAL FOR THE DEVELOPMENT OF A PREMIER TOWNHOME-STYLE COMMUNITY AT 700 W. HAMILTON AVENUE (APN 307-39-037), A 3.83-ACRE SITE LOCATED AT THE CORNER OF WEST HAMILTON AVENUE AND SAN TOMAS EXPRESSWAY IN WEST CAMPBELL. OUR GOAL IS TO CREATE A VIBRANT AND ENGAGING COMMUNITY THAT HARMONIZES WITH THE BUILT ENVIRONMENT OF CAMPBELL. THE PROPOSED DEVELOPMENT IS DESIGNED TO COMPLEMENT

THE CITY, FULFILLING THE COMMUNITY'S NEEDS AS A HOUSING ELEMENT SITE WHILE RESPECTING THE ADJACENT RESIDENTIAL AND COMMERCIAL USES. FEATURING FOUR-STORY TOWNHOME-STYLE UNITS, A SIGNIFICANT AFFORDABLE HOUSING COMPONENT, AND MEANDERING PASEOS THAT COMPLEMENT CAMPBELL'S FORM-BASED ZONING, THE DEVELOPMENT WILL FOSTER A WELCOMING ENVIRONMENT FOR RESIDENTS AND VISITORS ALIKE. THE COMMUNITY WILL COMPRISE 173 FOR-SALE, ALL ELECTRIC MARKET-RATE UNITS. 84 UNITS ARE TOWN-HOME STYLE CONDOMINIUMS RANGING IN SIZE FROM APPROXIMATELY 1,000 SF TO 2,100 SF AND 5 ACCESSORY DWELLING UNITS. THERE WILL BE 5 PLAN TYPES TO CHOOSE FROM. 89 UNITS ARE A PODIUM STYLE PRODUCT THAT INCLUDES A MIX OF STUDIOS, 1, 2 AND 3 BEDROOMS RANGING IN SIZE FROM APPROXIMATELY 400 SF TO 1,170 SF. THE TOWNHOME-STYLE UNITS WILL BE FOUR-STORY HIGH, FEATURING PRIVATE ONE TO TWO-CAR GARAGES. MANY OF THE UNITS CONTAIN DECKS FOR A COMFORTABLE LIVING EXPERIENCE. CENTRAL TO OUR DESIGN IS A GREEN SPACE SERVING AS A COMMUNITY GATHERING AMENITY, AIMED AT CREATING A SENSE OF PLACE. OUR

PEDESTRIAN-ORIENTED APPROACH COMPLEMENTS CAMPBELL'S
FORM-BASED ZONING AND INCLUDES A LARGE THOROUGHFARE DESIGNATED FOR BIKES AND PEDESTRIAN CONNECTIVITY TO THE COMMERCIAL AMENITIES HAMILTON AVENUE HAS TO OFFER. THE PROPERTY IS IDENTIFIED IN CAMPBELL'S 6TH CYCLE HOUSING ELEMENT, TABLE A: HOUSING ELEMENT SITES INVENTORY. THE IS ZONED WITH A GENERAL PLAN MIXED LAND USE DESIGNATION OF COMMERCIAL CORRIDOR MIXED USE (CC- MU), WHICH, ACCORDING TO THE GENERAL PLAN, “CONSISTS OF HIGHER-DENSITY RESIDENTIAL AND MIXED-USE DEVELOPMENTS.” THIS PROJECT QUALIFIES AS A HOUSING DEVELOPMENT PROJECT UNDER GOVERNMENT CODE SECTION 65589.5(H)(2) AND IS DESIGNED TO COMPLY WITH APPLICABLE OBJECTIVE DESIGN STANDARDS AND FORM-BASED ZONING AS DESCRIBED IN GOVERNMENT CODE SECTION 65589.5(J). WITH THE INCLUSION OF A MINIMUM OF 10% AFFORDABLE UNITS FOR VERY LOW INCOME LEVELS, THE PROJECT QUALIFIES FOR TWO (2) INCENTIVES OR CONCESSIONS AND UNLIMITED WAIVERS AS PER GOVERNMENT CODE 65915(D)(2)(F). IN PROJECT ADDITIONALLY IS ELIGIBLE FOR A VEHICULAR PARKING RATIO PURSUANT TO GC 65915(P). WAIVERS ARE LISTED ON SHEET XXX AND CITY VENTURES RESPECTFULLY RESERVES THEIR RIGHT TO IDENTIFY INCENTIVES OR CONCESSIONS IN A FORTHCOMING SUBMITTAL. CITY VENTURES IS RESPECTFULLY REQUESTING ARCHITECTURAL REVIEW, A VESTING TENTATIVE TRACT MAP, AND VESTING UNDER THE STATE'S SB 330 APPLICATION AND STATE DENSITY BONUS LAW. REQUESTED ENTITLEMENTS $RC+ITECTUR$L RE9IE: PERMIT9ESTIN* TENT$TI9E TR$CT M$P
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T$%LE O) CONTENTS

UNIT SECTION
$ SITELINE DR$:IN* T<P UNIT SECTION
%UILDIN* PL$NS
%UILDIN*S $ %
$ %LD* %
%LD* $ SIM
ST )LOOR PL$N
$ %LD* %
%LD* $ SIM
ND )LOOR PL$N
$ %LD* %
%LD* $ SIM
RD )LOOR PL$N
$ %LD* %
%LD* $ SIM
T+ )LOOR PL$N
$ %LD* %
%LD* $ SIM
ROO) PL$N
$ %LD* %
%LD* $ SIM
ELE9$TIONS
%UILDIN*S C D
$ %LD* D
%LD* C SIM
ST )LOOR PL$N
$ %LD* D
%LD* C SIM
ND )LOOR PL$N
$ %LD* D
%LD* C SIM
RD )LOOR PL$N
$ %LD* D
%LD* C SIM
T+ )LOOR PL$N
$ %LD* D
%LD* C SIM
ROO) PL$N
$ %LD* D
%LD* C SIM
ELE9$TIONS
%UILDIN*S E )
$ %LD* )
%LD* E SIM
ST )LOOR PL$N
$ %LD* )
%LD* E SIM
ND )LOOR PL$N
$ %LD* )
%LD* E SIM
RD )LOOR PL$N
$ %LD* )
%LD* E SIM
T+ )LOOR PL$N
$ %LD* )
%LD* E SIM
ROO) PL$N
$ %LD* )
%LD* E SIM
ELE9$TIONS
%UILDIN* * +
$ %LD* *
%LD* + SIM
ST )LOOR PL$N
$ %LD* *
%LD* + SIM
ND )LOOR PL$N
$ %LD* *
%LD* + SIM
RD )LOOR PL$N
$ %LD* *
%LD* + SIM
T+ )LOOR PL$N
$ %LD* *
%LD* + SIM
ROO) PL$N
$ %LD* *
%LD* + SIM
ELE9$TIONS
%UILDIN* I
$ %LD* I *ROUND LE9EL
$ %LD* I ND T+ LE9EL
$ %LD* I ROO) PL$N
$ %LD* I )RONT RE$R ELE9$TION
$ %LD* I LE)T RI*+T ELE9$TIONS
$ %LD* I %UILDIN* SECTION
$ %LD* I UNIT PL$NS
L$NDSC$PE $RC+ITECTURE
L CONCEPTU$L IM$*ER<
L CONCEPTU$L SITE PL$N
L CONCEPTU$L OPEN SP$CE E;+I%IT
L CONCEPTU$L ENL$R*EMENT PL$N
L CONCEPTU$L )URNITURE $ND $MENIT< PL$N
L CONCEPTU$L :$LL $ND )ENCE PL$N
L CONCEPTU$L PL$NTIN* PL$N
L CONCEPTU$L PL$N IM$*ER<
L
CONCEPTU$L IRRI*$TION PL$N
L $R%ORIST REPORT
CI9IL EN*INEERIN*
C CO9ER S+EET
C 9ESTIN* TENT$TI9E M$P
C E;ISTIN* CONDITIONS DEMOLITION PL$N
C PRELIMIN$R< SITE PL$N
C PRELIMIN$R< *R$DIN* $ND DR$IN$*E PL$N
C PRELIMIN$R< SECTIONS
C PRELIMIN$R< UTILIT< PL$NS
C PRELIMIN$R< UTILIT< PRO)ILES
C PRELIMIN$R< STORM:$TER CONTROL PL$N
C PRELIMIN$R< STORM:$TER CONTROL
NOTES DET$ILS
C PRELIMIN$R< )IRE $CCESS PL$N
C
PRELIMIN$R< TR$S+ M$N$*EMENT PL$N
C PRELIMIN$R< CONSTRUCTION ST$*IN* PL$N
C PRELIMIN$R< $CCESSI%ILIT< PL$N
C CONSTRUCTION P+$SIN*
JOINT TRENC+
JT JOINT TRENC+ COMPOSITE
JT JOINT TRENC+ *ENER$L NOTES
$ND DET$ILS
JT JOINT TRENC+ DET$ILS
JT JOINT TRENC+ SECTIONDET$ILS
JT JOINT TRENC+ COMPOSITE PL$N
SL STREET LI*+T *ENER$L NOTES $ND DET$ILS
SL STREET LI*+T *ENER$L NOTES $ND DET$ILS
SL STREET LI*+T SITE PL$N
P+OTOMETRICS
O) %UILDIN*S $% C $ND SURROUNDS
O) %UILDIN*S DE)* + $ND SURROUNDS NOTE
$LL $RC+ITECTUR$L PL$NS $RE CONCEPTU$L ST SU%MITT$L D$TE
ND SU%MITT$L D$TE

RD SU%MITT$L D$TE

T+ SU%MITT$L D$TE

T+ SU%MITT$L D$TE

T+ SU%MITT$L D$TE

C + U N T + $ L E J O N E S $ R C + I T E C T S $UFKLWHFWXUHPODQQLQJIQWHULRUV SSHDU SWUHHW SXLWH SDQ )UDQFLVFR C$
ZZZKXQWKDOHMRQHVFRP
W
I D$TE

PROJECT
CIT< 9ENTURES
+$MILTON $9ENUE
:EST +$MILTON $9ENUE
C$MP%ELL C$

SC$LE
T$%LE O) CONTENTS
TC
NTS

CONDOMINIUM

N ON-SITE
G2.1 AS NECESSARY TO ACCOMODATE THE PROJECT AS DESIGNED Item 8.2
SAN TOMAS EXPRESSWAY WEST HAMILTON AVE. PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR.PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. STOP VAN
BLDG G
9 UNITS
BLDG F
13 UNITS BLDG E
14 UNITS BLDG D
13 UNITS BLDG C
11 UNITS BLDG B
10 UNITS BLDG A
10 UNITS
BLDG H
9 UNITS GALE DRIVE PA6(2

STUDIO STUDIO
STUDIO
STUDIO
STUDIO
S0158'38"E 301.00' N8903'06"E 336.98'
S0529'23"E 274.36' S8930'21"E 67.37' N8859'44"E 112.27' S0055'42"E 167.90' N8900'32"E 130.04'
S0055'42"E 408.04'
34'-0" 34'-0"
4'-8" 12'-2" 5'-10" 10'-3"
10'-4"
35'-0" 35'-0" 65'-8" 12'-5" 13'-10" 9'-0"
20'-3"
40'-0"
28'-7"
32'-0" 8'-0" 8'-0" 6'-8"
26'-0" 8'-10" 26'-0" 6'-7"
16'-6" 8'-0" 9'-3" 6'-7" 11'-4"
26'-0" 26'-0" 26'-0"
9'-0"(TYP.) 18'-0"(TYP.) 4'-10" 9'-6" 9'-6" 26'-0" 26'-0" 6'-9" R R R R R R R G G G G G G (7) RESERVED SPACES G G 11'-9" (8) GUEST SPACES

TOTAL PARKING
65 UNBUNDLED SPACES

TRASH ROOM
LANDFILL: 3 YD BIN
RECYCLING: 3 YD BIN ORGANICS: 1.5 YD BIN T.B. BUILDING I 84 UNITS DESIGN SITE 7 C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
NOTE: · REFER TO SHEETS G-10 TO G-17 FOR

BUILDING SETBACK DIMENSIONS
· REFER TO SHEET G-18 FOR BUILDING

FRONTAGE DIMENSIONS
· REFER TO CIVIL DRAWINGS FOR

PUBLIC WORKS DETAILS AND

EASEMENTS
SCALE: CONCEPTUAL DEVELOPMENT SITE PLAN
A0.5
1/4" = 1'-0"
Item 8.2
SITE
VIEW NO. 2 NORTHEAST CORNER FROM WEST HAMILTON AND SAN TOMAS EXPRESSWAY VIEW NO. 3 SOUTHWEST AT GALE DRIVE VIEW NO. 1 WEST HAMILTON AT NORTHWEST CORNER VIEW NO. 4 VIEW AT GALE DRIVE SOUTHEAST CORNER
VIEW NO. 5 SOUTHWEST AT SAN TOMAS EXPRESSWAY AND GALE DRIVE 3 2
4 5
1 SCALE: NEIGHBORHOOD PHOTOS
G1
NTS
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
700 WEST HAMILTON AVENUE
CAMPBELL, CALIFORNIA 95008
APN: 307-39-037 DEVELOPMENT STANDARDS

REQUIRED PROPOSED GENERAL PLAN
CC-MU

COMMERCIAL CORRIDOR MIXED USE
(45-60 UNITS/ GR. ACRE) CC-MU

COMMERCIAL CORRIDOR MIXED USE
(45-60 UNITS/ GR. ACRE) ZONING
CC-MU

COMMERCIAL CORRIDOR MIXED USE CC-MUCOMMERCIAL CORRIDOR MIXED USE

FORM-BASE-ZONE DESIGNATION
T4MS T4MAIN STREET OPEN SUBZONE WALKABLE OVERLAY FIGURE LU-2 T5N T5 NEIGHBORHOOD
(CHOSEN W/OPEN
SUBZONE) LOT SIZE GROSS 3.83 ACRES 3.83 ACRES NET 3.79 ACRES 3.79 ACRES STRUCTURE COVERAGE c 59,149 SQ. FT. / 165,092=
36%
FLOOR AREA RATIO 246,873 SQ. FT. / 165,092=

1.50%

LANDSCAPING COVERAGE SEE LANDSCAPE DWGS

PAVING COVERAGE SEE LANDSCAPE DWGS NUMBER OF HOUSING
UNITS 173 UNITS BEDROOM COUNT 378 BEDROOMS AVERAGE UNIT SIZE 246,873 / 173 = 1,444 SQ. FT. / UNIT RESIDENTIAL DENSITY 173 UNITS /3.79 AC=

45.6 DUA BUILDING SQ. FT. VALUES SEE ADJACENT TABLE BUILDING HEIGHTS MAXIMUM REFER TO A3 AND A4 SERIES ELEVATION

SHEETS FOR INDIVIDUAL BUILDING HEIGHTS

FLOOR TO FLOOR

PLATE / EAVE

SETBACKS

FRONT FACADE ZONE
INTERIOR DESIGN SITE 5FT. MIN. 15FT. MAX. SEE FOLLOWING

DIAGRAMS WAIVERS SOUGHT FOR
VARIOUS CONDITIONS CORNER DESIGN SITE 2 FT. MIN. 15 FT. MAX. SIDE STREET FACADE ZONE 2 FT. MIN. 10 FT. MAX. SIDE REAR
1O FT. MIN. WHEN
ADJACENT TO T5N
DESIGN SITES NUMBER 7
TYPE T5N

NUMBER OF BUILDINGS
PER DESIGN SITE ONE OR TWO. SEEFOLLOWING DIAGRAMS NOTE
· THIS PROJECT WILL BE SUBMITTED UNDER THE CALIFORNIA BUILDING CODE · A NFPA 13 SPRINKLER SYSTEM IS PROPOSED. FIRE SPRINKLERS WILL BE A DEFERRED SUBMITTAL · BUILDING CONSTRUCTION TYPE VA
BLDG. UNIT SUMMARY

TOWNHOMES
BLDGS. PLANS TOTAL UNITS

STUDIOS
1B, 1C
PLAN
1 PLAN1X PLAN1Y PLAN2 PLAN
3 PLAN3X PLAN
4 PLAN4X PLAN
5 PLAN6 PLAN
7 (ST) BLDG. A
10 UNITS - 4 1 - 5 - - - - - - - 10 BLDG. B
10 UNITS - 4 1 - 3 - - - 2 - - - 10 BLDG. C
11 UNITS - 4 - 1 4 - - - 1 1 - - 11 BLDG. D
11 UNITS +
(2) STUDIO
(1- 1B) 2 4 - 1 4 - - - 1 1 - - 13 BLDG. E
12 UNITS +
(2) STUDIO
(1-1B, 1-1C) 2 4 - - 3 1 1 2 1 - - - 14 BLDG. F
12 UNITS+
(1) STUDIO
(1-1C) 1 5 - - 3 - 1 1 2 - - - 13 BLDG. G
9 UNITS - - - - - - - - 7 1 1 9 BLDG. H
9 UNITS - - - - - - - - 7 1 1 9
TOTAL 25 2 2 22 1 2 3 7 16 2 89 BUILDING AREA SUMMARY
BLDGS. TOTAL AREA

FIRST FLOOR SECOND

FLOOR THIRD FLOOR FOURTHFLOOR
BLDG. A
10 UNITS 6284 6054 5768 5538 - 23644 BLDG. B
10 UNITS 6393 6108 5862 5219 - 23582 BLDG. C
11 UNITS 6590 6491 6304 5494 - 24879 BLDG. D
13 UNITS 7126 6491 6304 5494 - 25415 BLDG. E
14 UNITS 8288 7484 7145 6459 - 29376 BLDG. F
13 UNITS 8018 7382 7112 6323 - 28835 BLDG. G
9 UNITS 3045 3496 3496 2490 - 12527 BLDG. H
9 UNITS 3045 3496 3496 2490 - 12527 BLDG. I 84 UNITS 10360 18576 18576 18576 - 66088 TOTAL 59149 65578 64063 58083 246873 NOTES: · ALL AREAS CALCULATED ARE GROSS · SEE DEVELOPMENT STANDARDS TABLE FOR DESIGN SITE CALCULATIONS E.G., LOT COVERAGE AND FAR

UNIT SUMMARY

TOWNHOMES / MARKET RATE
PLAN NO. BDRM BATH TOT. UNITS
TOT. BDRM
TOT. LIVING GARAGE DECKS PARKING

UNIT LIV SF/ PLAN TYPE GARAGE

TOTAL SF DECK

TOTAL SF GROSS
SF PLAN 1 3 2 25 75 1532 461 52 2 38300 11525 1300 51125 PLAN 1X ADA 3 2 2 6 1843 652 70 2 3686 1304 140 5130 PLAN 1Y END 3 2.5 2 6 1727 538 57 2 3454 1076 114 4644 PLAN 2 3 2.5 22 66 2003 461 77 2 44066 10142 1694 55902 PLAN 3 3 2 1 3 1598 494 54 2 1598 494 54 2146 PLAN 3X (OPT. 4 BD.) 3 3 2 6 1909 702 70 2 3818 1404 140 5362 PLAN 4 (OPT. 4 BD.) 3 3 3 9 2134 495 77 2 6402 1485 231 8118 PLAN 4X 3 3 7 21 2148 463 77 2 15036 3241 539 18816 PLAN 5 2 2 16 32 1074 284 68 1 17184 4544 1088 22816 PLAN 6 2 1 2 4 998 364 0 1 1996 728 0 2724 PLAN 7 (ST) 0 1 2 0 452 0 0 0 904 0 0 904 STUDIO 1B 0 1 3 0 260 0 0 0 780 0 0 780 STUDIO 1C 0 1 2 0 320 0 0 0 640 0 0 640

TOWNHOME
TOTAL 89 228
TOTAL LIV. AREA RES.AT

TOWNHOMES
137224 35215 5300 177739
BUILDING I - LOT 2 -UNIT AND BUILDING SUMMARY BDRM BATH TOT. UNITS TOT. BDRM
TOT. LIVINGCOMMON
SPACE UNIT LIV SF/ PLAN TYPE GROSSSF STUDIO A - 1 16 16 411 6576 6576 STUDIO B - 1 8 8 528 4224 4224 1 BED. A 1 1 9 9 597 5373 5373
1 BED. B 1 1 8 8 609 4872 4872
2 BED. 2 1 20 40 810 16200 16200
3 BED. A 3 1 10 30 1119 11190 11190
3 BED. B 3 1 4 12 1197 4788 4788
3 BED. C 3 1 5 15 1154 5770 5770
3 BED. D 3 1 4 12 1405 5620 5620
TOTALS 84 150 3,200 64613 64613 ENTIRE SITE 173 378 3200 201,837 242352 SCALE: PROJECT DATA
G2
NTS
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2

STATE DENSITY BONUS -WAIVERS
PURSUANT TO CMC 21.20.040) WAIVER # REQUIREMENT STANDARD DETAILS REQUESTED STANDARD PROVIDED WAIVER 1 CMC 21.2.040 REQUIRED PARKING 2 22 WAIVER 2 CMC 21.2.00 REQUIRED GUEST PARKING DISPERSION OF SPACESSPACES ARE GROUPED IN ONE AREA WAIVER MFDDS .00 T NEIG+BOR+OOD STANDARDS NOT ALL REQUIREMENTS MET WAIVER 4 MFDDS .00 LOT 1 DOORYARD DEPT+ FT. WIDT+ 1FT. 4FT. D ; 10 FT. W WAIVER MFDDS .00
LOT 2 GALLERY DEPT+ FT. +EIG+T 12 FT. DEPT+ FT. +EIG+T FT. WAIVER MFDDS .00. AD-ACENCY REQUIREMENTS
2 FT. SETBACK
STORIES MA;.

- SETBACK4 STORIES WAIVER MFDDS .020 SPECIFIC TO LARGE SITES VARIOUS =ONES

NOT TN) TN WAIVER MFDDS .00 LARGE SITE OPEN SPACE PUBLIC ACCESS OPEN SPACE NO PUBLIC ACCESS ALONG VALLEY WATER

PROPERTY
LESS T+AN 10 OPEN

SPACE WAIVER
MFDDS .040 T+ROUG+FARES NEIG+BOR+OOD
STREET
2 FT. WIDE STREET WIT+
4 FT. SIDEWALKS WAIVER 10 MFDDS 1.040 STREETSCAPE STANDARDS PARKING LANDSCAPE TREES SCREENING
NOT ALL REQUIREMENTS MET WAIVER 11 MFDDS
.020 AD-USTMENTS TO

STANDARDS ALLOWABLE

PERCENTAGE OF STANDARD
E;CEED ALLOWABLE STANDARD WAIVER 12 MFDDS 4.00 LANDSCAPE AND LIG+TING
E;ISTING VEGETATION
- TREE REMOVAL REPLACEMENT TREE RATIONO PERMIT REQUIRED

RATIO NOT MET STATE DENSITY BONUS - CONCESSIONS
CONCESSION 1 GROUND FLOOR NONRESIDENTIAL REQUIREMENTS MFDDS .110 CONCESSION 2 ALTERNATE AFFORDABLE +OUSING PLAN FOR MODIFIED TIMING DISPERSAL SI=E AND VARIATION CMC 21.24.040

PARKING SUMMARY
TOWN+OMES
PLAN NO. BDRM TOT. UNITS REQ. PARKING PARKING UNIT
TOT. PARKING

PROVIDED
PLAN 1 2 . 2 0 PLAN 1; ADA 2 2 4 PLAN 1Y END 2 2 4 PLAN 2 22 2 44 PLAN 1 1. 2 2 PLAN ; 2 2 4 PLAN 4 4. 2 PLAN 4; 10. 2 14 PLAN 2 1 24 1 1 PLAN 2 2 1 2 PLAN ST) 0 2 2 1 2 STUDIO 1B 0 1 STUDIO 1C 0 2 2 1 2
TOWN+OME
TOTAL
10.000 1

PARKING REQUIRED
STATE DENSITY BONUS LAW=ERO TO ONE BEDROOM
1 ONSITE SPACE
TWO TO T+REE BEDROOMS

1. ONSITE SPACE ACOUSTICAL FEATURES
AS A FEATURE FOR T+E PRO-ECT MILGARD TRINSIC V00
OR EQUAL) ACOUSTICAL WINDOWS AND DOORS WILL BE PROVIDED TO MEET T+E RECOMMENDATIONS OF T+E ACOUSTICAL REPORT. LOCATION E;TERIOR CNEL

GB) WINDOW DOOR

RATING INTERIOR CNEL
GB) =ONE A 1-2 STC 44 - 4 =ONE B -0 STC 42 - 44 =ONE C 1- STC 42 BUILDING I BDRM TOT. UNITS REQ. PARKING PARKING
UNIT
TOT. PARKING

PROVIDED
STUDIO A - 1 1 STUDIO B -
1 BED. A 1

1 BED. B 1
2 BED. 2 20 0
BED. A 10 1
BED. B 4
BED. C .
BED. D 4
TOTAL 4 10. GUEST SPACES

TOTAL ON SITE SPACES
T.+.BLDG. IGUEST) 22
NOTES
· T+E PRO-ECT RESERVES T+E RIG+T TO USE ADDITIONAL WAIVERS AND CONCESSIONS TO ACCOMODATE T+E PRO-ECT AS DESIGNED NOTE
PARKING FOR ALL STUDIO UNITS IS PROVIDED WIT+ RESERVED SURFACE PARKING SCALE

PRO-ECT DATA
G2.1
NTS
C + U N T + A L E - O N E S A R C + I T E C T S AUFKLWHFWXUHPODQQLQJIQWHULRUV 444 SSHDU SWUHHW SXLWH 10 SDQ FUDQFLVFR CA
410 ZZZ.KXQWKDOHMRQHV.FRP
W. 41-12-100
I. 41-2-02 DATE

PRO-ECT

CITY VENTURES
+AMILTON AVENUE
00 WEST +AMILTON AVENUE
CAMPBELL CA
00
0.2.202
10.00
Item 8.2

SITE LOCATION AT

OPEN SUBZONE
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: SPECIAL PLANNING AREA
G3
NTS
Item 8.2
SITE DESIGN SITES DS 7
44,134 SQ. FT. DS 5
5,706 SQ. FT.

DS 3
27,137 SQ. FT. DS 4
13,079 SQ. FT.

DS 2
21,747 SQ. FT. DS 1
8,635 SQ. FT. ALLEY
DS 6
5,658 SQ. FT.

ALLEY

ALLEY ALLEY PROPOSED STREET
**
*
*

SITE ZONING
· OPEN SUB-ZONE
· WALKABLE OVERLAY
· T5N CHOSEN W/ OPEN

SUBZONE
*
**
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: WALKABLE NEIGHBORHOOD PLAN
G4.1
NTS
Item 8.2

BLOCKS CIRCULATION NETWORK OPEN SPACE

ZONES DESIGN SITES BUILDINGS
DS 5 DS 7
DS 4 DS 3 DS 2 DS 1 ALLEY ALLEY ALLEY ALLEYDS 6
ADJACENT T4NS
NEIGHBORHOOD SMALL ADJACENT T4MS MAIN STREET W/ OPEN SUBZONE ADJACENT T4MS MAIN STREET EXISTING STREET - WEST HAMILTON AVENUE NEW STREET EXISTING STREET - GALE DRIVE EXISTING STREET WEST HAMILTON AVENUE EXISTING STREET GALE DRIVE EXISTING STREET DARRYL DRIVE

SAN THOMAS EXPRESSWAY

PROPERTY LINE ALLEY NEW STREET

SAN THOMAS EXPRESSWAY ALLEY ALLEY ALLEY EXISTING STREET WEST HAMILTON AVENUE EXISTING STREET GALE DRIVE ALLEY NEW STREETSAN THOMAS EXPRESSWAY ALLEY ALLEY ALLEY EXISTING STREET WEST HAMILTON AVENUE EXISTING STREET GALE DRIVE ALLEY NEW STREET

SAN THOMAS EXPRESSWAY ALLEY ALLEY ALLEY EXISTING STREET WEST HAMILTON AVENUE EXISTING STREET GALE DRIVE DS 7 DS 5
DS 3 DS 4 DS 2 DS 1
DS 6

SAN THOMAS EXPRESSWAY ALLEY NEW STREET

SAN THOMAS EXPRESSWAY ALLEY ALLEY ALLEY EXISTING STREET WEST HAMILTON AVENUE EXISTING STREET GALE DRIVE T3N / T3 NEIGHBORHOOD
T4N.S / T4 NEIGHBORHOOD SMALL T4MS / T4 MAIN STREET
T5N / T5 NEIGHBORHOOD W/ OPEN SUBZONE AND WALKABLE OVERLAY NOTE: 1. DESGN SITES 1-6 - MULTISTORY DWELLING UNITS IN TOWNHOME STYLE

2. DESIGN SITE 7 - AFFORDALE ELEVATOR BUILDING W/ STACKED FLATS C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: WALKABLE NEIGHBORHOOD PLAN
G4.2
NTS
Item 8.2

GALE DRIVE WEST HAMILTON AVENUE
700 WEST HAMILTON AVENUE
· 3.83 GROSS ACRE
· 3.79 NET ACRES

SAN TOMAS EXPRESSWAY

DARRYL DRIVE
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: SITE SIZE
G5
NTS
Item 8.2

DESIGN SITES

BUILDING AND SITE SIZE

GENERAL PLAN COMMERCIAL CORRIDOR MIXED USE (CCMU)
SITE AREA 3.83 ACRES
DENSITY 45 DUA MIN. = 173 UNITS

FORM-BASED-CODE

LARGE SITE

OPEN SUBZONE

WALKABLE NEIGHBORHOOD
T5 NEIGHBORHOOD

DESIGN SITES WEST HAMILTON AVENUE

NEW STREET
DS 7
43,937 SQ. FT. DS 5 4,900 SQ. FT.

DS 3
27,667 SQ. FT.

DS 4
13,079 SQ. FT. DS 2
21,747 SQ. FT.

DS 1
8,635 SQ. FT. GALE DRIVE ALLEY ALLEY ALLEY ALLEY DS 6 5806 SQ. FT. 33'-01
2 " 39'-51
2 " 148'-1" 152'-91
2 " 74'-21
2 " 11'-4"
R37'-7"
92'-412" 180'-112" 154'-112" 68'-4" 151'-11
2 " 155'-61
2 " 152'-112
" 150'-1" 133'-3" 131'-11
2 " 125'-10" 4'-9" 152'-11
2 " 142'-9"
308'-11
2 " 142'-6"
ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET

W/ OPEN SUBZONE
ADJACENT T4MS

MAIN STREET
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITES
G6
NTS
Item 8.2

WEST HAMILTON AVENUE NEW STREET
DS 7
DS 3 DS 2 DS 1 GALE DRIVE ALLEY ALLEY ALLEY ALLEY DS 6
10'-0" REAR
SETBACK 5'-0" SIDE SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER

SETBACK
5'-0" SIDE

SETBACK
5'-0" SIDE
SETBACK 5'-0" - 15'-0" FRONT INTERIOR SETBACK 10'-0" REAR SETBACK 5'-0" SIDE
SETBACK 20'-0" REAR SETBACK
5'-0" SIDE
SETBACK 5'-0" - 15'-0" FRONT (FACADE ZONE) INTERIOR SETBACK 5'-0" - 15'-0" FRONT INTERIOR SETBACK 10'-0" REAR SETBACK 5'-0" SIDE

SETBACK
5'-0" SIDE

SETBACK
10'-0" REAR
SETBACK 5'-0" SIDE SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER

SETBACK
DS 4
2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER
SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 5'-0" SIDE SETBACK 20'-0" REAR SETBACK 5'-0" SIDE
SETBACK 5'-0" MIN. 15'-0" MAX. SIDE STREET FACADE ZONE SETBACK 10'-0" REAR

SETBACK
5'-0" SIDE

SETBACK

DESIGN SITE SETBACKS
ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET

W/ OPEN SUBZONE
ADJACENT T4MS
MAIN STREET DS 5
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE SETBACKS
G7
NTS
Item 8.2

WEST HAMILTON AVENUE NEW STREET
DS 7 GALE DRIVE ALLEY ALLEY ALLEY ALLEY
BUILDING PLACEMENT PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. STOP VAN DS 5 DS 6
DS 4 DS 3 DS 2 DS 1
ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET

W/ OPEN SUBZONE
ADJACENT T4MS

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BUILDING PLACEMENT
G8
NTS
Item 8.2
PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. STOP VAN

BUIDING PLACEMENT

PEDESTRIAN CIRCULATION WEST HAMILTON AVENUE NEW STREET
DS 7 GALE DRIVE ALLEY ALLEY ALLEY DS 5 ALLEY DS 6
DS 4 DS 3 DS 2 DS 1 T.B.

ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET

W/ OPEN SUBZONE
ADJACENT T4MS

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: PEDESTRIAN CIRCULATION
G9
NTS
Item 8.2

WEST HAMILTON AVENUE
DS 1 ALLEY
10'-0" REAR
SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER

SETBACK ALLEY WEST HAMILTON AVENUE STOP
DS 2
DS 2 WEST HAMILTON AVENUE DS 1
8,635 SQ. FT. ALLEY
68'-4" 131'-11
2 " 125'-10"

3. DESIGN SITE SIZE

5. DESIGN SITE SETBACKS

3. LOT COVERAGE ALLEY WEST HAMILTON AVENUE STOP
DS 2

5. BUILDING PLACEMENT
4'-8" 1'-112
" 7'-4"
3'-4"

NEW STREET

3. LOT COVERAGE
6,132 SQ. FT. BUILDING AREA DIVIDED BY
8,635 SQ. FT. LOT AREA
= 71% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.)
(125'-10") - (2'+5') = 118'-10"
(118'-10")(0.8) = 96'- 0.75" MIN.
117'-11" PROPOSED

1.2. SIDE STREET (70% MIN.)
(68'-4") - (2'+10') = 56'-4"
(56'-4")(0.7) = 39'- 5.2" MIN.
58'-9" PROPOSED

2. GROUND FLOOR HABITABLE DEPTH
58'-91
2 " 118'-412
"
18'-3"

GROUND FLOOR DEPTH
12'-0" GROUND

FLOOR DEPTH
8'-41
2 " PRIVATE

FRONTAGE BEHIND

SETBACK

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. NONE ENCROACH SETBACKS

2. ARCHITECTURAL FEATURES

2.1. BUILDING ENCROACHES 1'-7" AT REAR

2.2. BUILDING ENCROACHES 4'-4" AT REAR

NO PRIVATE

FRONTAGE AT

SIDE STREET
6'-8" ARCH FEATURE

BEHIND SETBACK
21'-10" PARKING

SETBACK FROM
ROW
4'-6" PARKING SETBACK

FROM ROW
6,132 SQ. FT. SIDE 5'-0" SETBACK 7'-4" 9" ENC. 1'-3" 1'-3" DESIGN SITE 1 CORNER DESIGN SITE
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. ±118'-6" DEPTH MAX. PER BLDG. NO MAX. ±58'-9" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 71%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 125'-10" - 131'-1" DEPTH NO MIN. / NO MAX. 68'-4" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. 40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - CORNER DESIGN SITE SETBACK - PRIMARY BUILDING FRONT - CORNER DESIGN SITE 2 FT. MIN. 15 FT. MAX. 4'-8" SIDE STREET (FACADE ZONE) 2 FT. MIN. 10 FT. MAX. *1'-1" SIDE 5 FT. MIN. 5'-0" REAR - ADJ. TO T5N 10 FT. MIN. *3'-4" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGEFRONT ST. - 80% MIN. SIDE ST. - 70% MIN. 97'-5.5" REQ'D / 117"-11" PROPOSED 56'-4" REQ'D / 58'-9" PROPOSED

FACADE DESIGN
COMPLIANCE W/ CHAPTER 7
(ARCHITECTURAL STANDARDS
T5N - APPLIES TO FIRST 25 FT. OF BUILDING DEPTH MEASURED FROM THE NEAREST SETBACK LINE PLEASE SEE MFDDS RESPONSE . GROUND FLOOR DEPTH OF GROUND FLOOR HABITABLE SPACE 25 FT. FOR AT LEAST 80% ALONG

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*12FT AND 18 FT. HABITABLE DEPTH
FOR 100% OF FACADE

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX 5' MAX X X NA (-2'-4") NONE X X ARCHITECTURAL FEATURES 2' MAX 2'MAX 1'MAX 5' MAX NONE NONE NONE *6'-8" PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *21'-10" MAX SIDE STREET
30' MIN, 10' MIN. WHERE AT
LEAST 60' MIN. FROM FRONT OF DESIGN SITE*4'-6" SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH
50% UNITS MEET REQUIREMENTS

EXCEPT WIDTH - SEE LANDSCAPE
PLANS
STOOP

FORECOURT, COMMON

ENTRY, SHOPFRONT, GALLERY NA
* STATE DENSITY BONUS WAIVER REQUESTED
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 1
G10
NTS
Item 8.2

NEW STREET
DS 7
DS 3 DS 2
21,747 SQ. FT.

DS 1 ALLEY ALLEY
154'-11
2 " 150'-1" 133'-3" 4'-9"

3. DESIGN SITE SIZE

NEW STREET
DS 2 DS 1 ALLEY ALLEY 5'-0" SIDE

SETBACK
5'-0" SIDE
SETBACK 5'-0" FRONT INTERIOR SETBACK 15'-0" MAX 10'-0" REAR SETBACK

5. DESIGN SITE SETBACKS

NEW STREET
DS 1 ALLEY PLAN 4 GARAGE ALLEY WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. VAN DS 3 3 / 5. LOT COVERAGE / BUILDING PLACEMENT 2'-61
2 "
3'-5"
DS 7 5'-8"
3'-5" 3'-91
2 " 28'-71
2 " DS 2 BLDG. 2
6,519 SQ. FT. BLDG. 1
6,265 SQ. FT.
58'-7" 116'-412
"
56'-9" 134'-01
2 "

3. LOT COVERAGE
12,784 SQ. FT. BUILDING AREA DIVIDED BY
21,747 SQ. FT. LOT AREA
= 59% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.) 1.1.1. BLDG 1 + BLDG 2
(154'-1") - (5'+5') = 144'-1"
(144'-1")(0.8) = 115'- 1" MIN.
118'-3" PROPOSED

1.2. SIDE STREET (70% MIN.) 1.2.1. NA

2. GROUND FLOOR HABITABLE DEPTH

2.1. HABITABLE DEPTH IS FULL
DEPTH OF EACH BUILDING =
+25 FT. 2.2. TOTAL WIDTH OF HABITABLE

SPACE OF FACADE LENGTH

2.2.1. FACADE LENGTH =
(58'-7") + (56'-9") = 115'-4"
(115'-4")(80%) = 92'-3"

HABITABLE SPACE

REQUIRED

2.2.2. 32'-2" HABITABLE SPACE
PROVIDED 12'-4"
DS 1 DS 3 ALLEY PLAN 4 GARAGE ALLEY WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. VAN DS 3 5 / 6. BUILDING PLACEMENT / ENCROACHMENTS
DS 7 11'-0"
28'-71
2 " DS 2
16'-111
2 " HABITABLE 12'-4"
15'-2" HABITABLE
1'-7" ARCH FEATURE

OVER SETBACK

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. ENCROACHMENTS ARE
LESS THAN 5 FT. SEE TABLE

2. ARCHITECTURAL FEATURES

2.1. BUILDING ENCROACHES AT

FRONT, SIDE AND REAR SEE
TABLE 11
1 2" ENC.
4'-6" PARKING SETBACK

FROM ROW
DESIGN SITE 2
INTERIOR DESIGN SITE W/ 2 BUILDINGS
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. ±116'-4" AND 135'-10" RESPECTIVELY DEPTH MAX. PER BLDG. NO MAX. ±56'-9" AND 58'-7" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 59%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 154'-1" DEPTH NO MIN. / NO MAX. 133'-3" / 150'-1" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. 40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - INTERIOR DESIGN SITE SETBACK - PRIMARY BUILDING

FRONT -
INTERIOR DESIGN SITE 5 FT. MIN. 15 FT. MAX. *2'-0" AND 3'-9.5" SIDE STREET (FACADE ZONE) NA NA SIDE 5 FT. MIN. *3'-5" REAR - ADJ. TO T5N 10 FT. MIN. 11'-0" AND 12'-4" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGE
FRONT ST. - 80% MIN. SIDE ST. - NA115'-1" MIN REQ'D / 118"-3" PROP NA

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*92'-3" HABITABLE FACADE WIDTH
REQ'D _ 32'-2" PROVIDED

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX NA X X NA (-2'-6") NA X X ARCHITECTURAL FEATURES 2' MAX NA 1'MAX 5' MAX *3'-9" NA *1'-7" NA

PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *4'-6" SIDE STREET NA NA
SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH
50% UNITS MEET REQUIREMENTS

EXCEPT WIDTH - SEE LANDSCAPE
PLANS
STOOP

FORECOURT, COMMON

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 2
G11
NTS
Item 8.2
NEW STREET ALLEY DS 3 ALLEY DS 4

THOROUGHFARE - NEW STREET
DS 7
DS 3
27,667 SQ. FT.

DS 4 DS 2 ALLEY ALLEY
DS 6
180'-11
2 " 155'-612
" 152'-11
2 "

3. DESIGN SITE SIZE

5. DESIGN SITE SETBACKS

NEW STREET
DS 7 ALLEY DS 2 ALLEY
DS 6
DS 4 PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. DS 3 3 / 5. LOT COVERAGE / BUILDING PLACEMENT
DS 7 ALLEY DS 2 ALLEY
DS 6
DS 4 PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. DS 3

3. LOT COVERAGE
15,167 SQ. FT. BUILDING AREA DIVIDED BY
27,667 SQ. FT. LOT AREA
= 55% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.) 1.1.1. BLDG 1 + BLDG 2
(180'-1") - (5'+5') = 170'-1"
(170'-1")(0.8) = 136'- 0" MIN.
156'-2" PROPOSED

1.2. SIDE STREET (70% MIN.) 1.2.1. NA

2. GROUND FLOOR HABITABLE DEPTH

2.1. HABITABLE DEPTH IS FULL
DEPTH OF EACH BUILDING =
+25 FT. 2.2. TOTAL WIDTH OF HABITABLE

SPACE OF FACADE LENGTH

2.2.1. FACADE LENGTH =
(75'-6") + (56'-10") =
132'-4" (132'-4")(80%) =
105'-10" HABITABLE

SPACE REQUIRED

2.2.2. 51'-1" HABITABLE SPACE

PROVIDED

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. 3'-8" ENC. 2. ARCHITECTURAL FEATURES

2.2. 2'-7" BUILDING ENCROACHES
AT SID

2.3. NO ENCROACHMENTS AT REAR 5'-10"
2'-4" 12'-6"
3'-51
2 " 1'-3" BLDG. 2
8,122 SQ. FT. BLDG. 1 7045 SQ. FT.
58'-41
2 " 130'-1"
80'-8" 138'-8" 14'-7"
5 / 6. BUILDING PLACEMENT / ENCROACHMENTS
15'-2" HABITABLE 14'-7"
36'-11
2 " HABITABLE
2'-71
2 " ARCH FEATURE
OVER SETBACK 3'-8" ENC. 11'-7" PARKING SETBACK

FROM ROW
77'-01
2 "
1'-7" ENC 12'-8"
DS 3 5'-0" - 15'-0" FRONT INTERIOR SETBACK 10'-0" REAR SETBACK 5'-0" SIDE

SETBACK
5'-0" SIDE
SETBACK 6'-10" TO PKG
DESIGN SITE 3
INTERIOR DESIGN SITE W/ 2 BUILDINGS
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. ±135'-10" AND 138'-6" RESPECTIVELY DEPTH MAX. PER BLDG. NO MAX. ±75'-6" AND 80'-8" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 55%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 180'-1" DEPTH NO MIN. / NO MAX. 152'-2" / 155'-6" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. 40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - INTERIOR DESIGN SITE SETBACK - PRIMARY BUILDING

FRONT -
INTERIOR DESIGN SITE 5 FT. MIN. 15 FT. MAX. *3'-7" AND 1'-10" SIDE STREET (FACADE ZONE) NA NA SIDE 5 FT. MIN. *2'-4" AND 3'-5" REAR - ADJ. TO T5N 10 FT. MIN. 12'-8" AND 14'-7" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGEFRONT ST. - 80% MIN.

SIDE ST. NA
136'-0" MIN REQ'D / 156"-2" PROP NA

FACADE DESIGN
COMPLIANCE W/ CHAPTER 7
(ARCHITECTURAL STANDARDS
T5N - APPLIES TO FIRST 25 FT. OF BUILDING DEPTH MEASURED FROM THE NEAREST SETBACK LINE PLEASE SEE MFDDS RESPONSE. GROUND FLOOR DEPTH OF GROUND FLOOR HABITABLE SPACE 25 FT. FOR AT LEAST 80% ALONG

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*105'-10" HABITABLE FACADE WIDTH
REQ'D _ 51'-1" PROVIDED

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX NA X X NA (3'-5") NA X X ARCHITECTURAL FEATURES 2' MAX NA 1'MAX 5' MAX *3'-5" NA *1'-7"/2'-8" NA

PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *11'-7" SIDE STREET NA NA
SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH
50% UNITS MEET REQUIREMENTS

EXCEPT WIDTH - SEE LANDSCAPE
PLANS
STOOP

FORECOURT, COMMON

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 3
G12
NTS
Item 8.2
DS 3 GALE DRIVE ALLEY
10'-0" REAR
SETBACK 5'-0" SIDE SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER

SETBACK
DS 4 GALE DRIVE ALLEY GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR.

DS 4
13,079 SQ. FT. GALE DRIVE ALLEY 152'-91
2 " 74'-21
2 " 11'-4"
R37'-7"
92'-41
2 " 151'-11
2 "
DS 4 GALE DRIVE ALLEY GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. DS 4

3. LOT COVERAGE
7,942 SQ. FT. BUILDING AREA DIVIDED BY
13,079 SQ. FT. LOT AREA
= 61% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.) 1.1.1. BLDG
(152'-10") - (2'+5') = 145'-10"
(145'-10")(0.8) = 116'- 7" MIN.
138'-6" PROPOSED

1.2. SIDE (70% MIN.) 1.2.1. BLDG
(92'-4") - (2'+10') = 80'-4"
(80'-4")(0.7) = 56'- 3" MIN.
80'-8" PROPOSED

2. GROUND FLOOR HABITABLE DEPTH

2.1. HABITABLE DEPTH IS FULL
DEPTH OF BUILDING =
VARIES 36'-1" AND 11'-11". 2.2. TOTAL WIDTH OF HABITABLE

SPACE OF FACADE LENGTH

2.2.1. FACADE LENGTH =
138'-6" (138'-6")(80%) =
110'-5" HABITABLE

LENGTH REQUIRED AT
+25 FT. 2.2.2. 13'-7" HABITABLE LENGTH
OF +25 FT.

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. NONE ENCROACH SETBACKS

2. ARCHITECTURAL FEATURES

2.1. BUILDING ENCROACHMENT AT
SIDE 3'-3" 2.2. BUILDING ENCROACHES AT
REAR 4'-5"
9'-3" 5'-6" 7'-1"
80'-8" 140'-71
2 " BLDG. 7,942 SQ. FT. 36'-6" 5'-1"

NEW STREET NEW STREET

3. DESIGN SITE SIZE

5. DESIGN SITE SETBACKS
3 / 5. LOT COVERAGE / BUILDING PLACEMENT
5 / 6. BUILDING PLACEMENT / ENCROACHMENTS
2'-4"9'-5"
36'-1" HABITABLE
7'-9" ENCR.

DS 5 DS 6 DS 7
DS 3
DS 5 DS 6 DS 7
DS 3
DS 5 DS 6 DS 7
DS 3
DS 5 DS 6 DS 7
11'-111
2 " HABITABLE 1'-0"
7'-2" FROM
SETBACK.
28'-8" FROM

SETBACK
TO PKG 1'-01
2 " 9'-4"
2'-3" 6'-5" TO PKG
DESIGN SITE 4 CORNER DESIGN SITE
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. ±138'-6" DEPTH MAX. PER BLDG. NO MAX. ±80'-8" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 61%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 140'-7" DEPTH NO MIN. / NO MAX. 80'-8" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. 40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - CORNER DESIGN SITE SETBACK - PRIMARY BUILDING FRONT - CORNER DESIGN SITE 2 FT. MIN. 15 FT. MAX. VARIES 9'-4" MIN SIDE STREET (FACADE ZONE) 2 FT. MIN. 10 FT. MAX. *1'-0" SIDE 5 FT. MIN. 9'-5" MIN. REAR - ADJ. TO T5N 10 FT. MIN. *2'-3" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGEFRONT ST. - 80% MIN. SIDE ST. - 70% MIN. 116'-7" REQ'D / 138"-6" PROPOSED 56'-3" REQ'D / 80'-8" PROPOSED

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*12FT AND 18 FT. HABITABLE DEPTH
FOR 100% OF FACADE

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX 5' MAX X X NA (-7'-2") NONE X X ARCHITECTURAL FEATURES 2' MAX 2'MAX 1'MAX 5' MAX NONE NONE NONE *7'-9" PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *28'-8" MIN

SIDE STREET
30' MIN, 10' MIN. WHERE AT
LEAST 60' MIN. FROM FRONT OF DESIGN SITE*6'-5" SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH

EXCEPT WIDTH, ALL UNITS MEET REQUIREMENT - SEE LANDSCAPE PLANS
STOOP

FORECOURT, COMMON

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 4
G13
NTS
Item 8.2
DS 5 GALE DRIVE ALLEY DS 6
DS 4
2'-0" MIN. 15' MAX

FRONT (FACADE

ZONE) CORNER
SETBACK 2'-0" MIN. 10'-0" MAX. SIDE STREET FACADE ZONE SETBACK 5'-0" SIDE SETBACK 10'-0" REAR
SETBACK GALE DRIVE ALLEYDS 6
DS 4 GALE DRIVE ALLEY
33'-01
2 " 148'-3" GALE DRIVE ALLEY
DS 4

3. LOT COVERAGE
3,034 SQ. FT. BUILDING AREA DIVIDED BY
4,902 SQ. FT. LOT AREA
= 62% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.)
BLDG
(148'-3") - (2'+20') = 126'-3"
(126'-3")(0.8) = 101'- 0" MIN.
134'-10" PROPOSED

1.2. SIDE (70% MIN.) 1.2.1. BLDG
(33'-0") - (2'+5') = 26'-0"
(26'-0")(0.7) = 18'- 3" MIN.
22'-8" PROPOSED

2. GROUND FLOOR HABITABLE DEPTH

2.1. HABITABLE DEPTH IS FULL
DEPTH OF EACH BUILDING =
+25 FT. 2.2. TOTAL WIDTH OF HABITABLE

SPACE OF FACADE LENGTH

2.2.1. FACADE LENGTH =
(132'-7") (80%) = 106'-0"

HABITABLE SPACE

REQUIRED

2.2.2. NO HABITABLE SPACE

PROVIDED

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. NONE ENCROACH SETBACKS

2. ARCHITECTURAL FEATURES

2.1. NO BUILDING ENCROACHES AT
SIDES

2.2. BUILDING ENCROACHES AT
REAR 7'-5"

3. DESIGN SITE SIZE

5. DESIGN SITE SETBACKS
3 / 5. LOT COVERAGE / BUILDING PLACEMENT
5 / 6. BUILDING PLACEMENT / ENCROACHMENTS

NEW STREET NEW STREET

NEW STREET NEW STREET
BLDG. 3,034 SQ. FT. DS 5 DS 6
DS 4
4'-6" 3'-101
2 " 26'-8" 134'-10" 9'-71
2 " 1'-101
2 "
DS 6
T4 NEIGHBORHOOD SMALL
T4 NEIGHBORHOOD SMALL
T4 NEIGHBORHOOD SMALL T4 NEIGHBORHOOD SMALL 4'-2"
6'-1"
7'-5" ENCR. 8'-01
2 " 7'-6" TO PKG DS 5 4,900 SQ. FT.
22'-8"
2'-4"
DESIGN SITE 5 CORNER DESIGN SITE REAR ADJACENT TO T5N
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. ±132'-7" DEPTH MAX. PER BLDG. NO MAX. ±22'-8" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 62%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 148'-3" DEPTH NO MIN. / NO MAX. 33'-0" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. 40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - CORNER DESIGN SITE SETBACK - PRIMARY BUILDING FRONT - CORNER DESIGN SITE 2 FT. MIN. 15 FT. MAX. 8'-0" SIDE STREET (FACADE ZONE) 2 FT. MIN. 10 FT. MAX. 4'-2" SIDE 5 FT. MIN. 9' -7.5" REAR 10 FT. MIN. *2'-4" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGEFRONT ST. - 80% MIN. SIDE ST. - 70% MIN. 101'-0" REQ'D / 134'-10" PROPOSED 18'-3" REQ'D / 22'-8" PROPOSED

FACADE DESIGN
COMPLIANCE W/ CHAPTER 7
(ARCHITECTURAL STANDARDS
T5N - APPLIES TO FIRST 25 FT. OF BUILDING DEPTH MEASURED FROM THE NEAREST SETBACK LINE PLEASE SEE MFDDS RESPONSE. GROUND FLOOR DEPTH OF GROUND FLOOR HABITABLE SPACE 25 FT. FOR AT LEAST 80% ALONG

THOROUGHFARE OR LARGE SITE OPEN OF FACADE
LENGTH SPACE NO HABITABLE DEPTH FOR 100% OF
FACADE

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX 5' MAX X X -(11'-7") -(3'-10") X X ARCHITECTURAL FEATURES 2' MAX 2'MAX 1'MAX 5' MAX NONE NONE NONE *7'-5" PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *13'-6" SIDE STREET
30' MIN, 10' MIN. WHERE AT
LEAST 60' MIN. FROM FRONT OF DESIGN SITE*7'-10" SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH

ALL UNITS MEET REQUIREMENT - SEE

LANDSCAPE PLANS
STOOP

FORECOURT, COMMON

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 5
G14
NTS
Item 8.2
DS 7 DS 5 ALLEY DS 6
5'-0" SIDE
SETBACK 20'-0" REAR SETBACK 5'-0" MIN. 15'-0" MAX. SIDE STREET FACADE ZONE SETBACK 5'-0" SIDE

SETBACK

NEW STREET
DS 5 DS 7
DS 3 ALLEY
DS 4
DS 5 DS 7
DS 4 DS 3 ALLEY
39'-51
2 " 147'-10"

NEW STREET
DS 5 DS 7
DS 3 ALLEY
DS 4

3. LOT COVERAGE
3,034 SQ. FT. BUILDING AREA DIVIDED BY
5,818 SQ. FT. LOT AREA
= 52% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.)
BLDG
(39'-5.5") - (5'+5') = 28'-4"
(28'-4")(0.8) = 22'- 8" MIN.
22'-8" GROUND FLOOR 26'-8"

UPPER FLOORS PROPOSED

1.2. SIDE (70% MIN.) 1.2.1. BLDG
(148'-3") - (2'+20') = 126'-3"
(126'-3")(0.7) = 88'- 4" MIN.
134'-10" PROPOSED

2. GROUND FLOOR HABITABLE DEPTH

2.1. HABITABLE DEPTH IS FULL
DEPTH OF EACH BUILDING =
+25 FT. 2.2. TOTAL WIDTH OF HABITABLE

SPACE OF FACADE LENGTH

2.2.1. FACADE LENGTH =
(22'-8") (80%) = 18'-2"

HABITABLE SPACE

REQUIRED

2.2.2. NO HABITABLE SPACE

PROVIDED

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. NONE ENCROACH SETBACKS

2. ARCHITECTURAL FEATURES

2.1. BUILDING ENCROACHES AT REAR

3. DESIGN SITE SIZE

5. DESIGN SITE SETBACKS
3 / 5. LOT COVERAGE / BUILDING PLACEMENT
5 / 6. BUILDING PLACEMENT / ENCROACHMENTS
T4 NEIGHBORHOOD SMALL
T4 NEIGHBORHOOD SMALL T4 NEIGHBORHOOD SMALL
BLDG. 3,034 SQ. FT. DS 6

NEW STREET
10'-71
2 " 4'-1"
26'-8" 134'-10" 9'-41
2 " 2'-2"
10'-71
2 " 2'-4" ENCR. 6'-10" TO PKG
DS 6 10'-0" ENC
T4 NEIGHBORHOOD SMALL DS 6 5800 SQ. FT. 1'-4" ENCR.
39'-51
2 " 22'-8" 3'-10"
2'-8"
DESIGN SITE 6
INTERIOR DESIGN SITE ADJACENT TO T4N.S / T4 NEIGHBORHOOD SMALL T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. 22'-8" - 26'-8" DEPTH MAX. PER BLDG. NO MAX. 134'-10" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE UNIT PLANS

FOR PRIVATE OPEN SPACE
LOT COVERAGE NO MAX. 52%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 39'-5 1/2" DEPTH NO MIN. / NO MAX. 147'-10" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. +40'-2" GROUND LEVEL FINISH FLOOR 6" MIN. 6" MIN. PROVIDED /EXCEPTION AT ADA UNITS

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *9'-1" 5. BUILDING PLACEMENT - INTERIOR DESIGN SITE SETBACK - PRIMARY BUILDING

FRONT -
INTERIOR DESIGN SITE 5 FT. MIN. 15 FT. MAX. *3'-10" SIDE STREET (FACADE ZONE) NA NA SIDE 5 FT. MIN. *2'-4" AND 13'-4" REAR - ADJ. TO T4N/S 20 FT. MIN. *10'-0" BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGE
FRONT ST. - 80% MIN.

SIDE ST. - 70% MIN. 22'-8" MIN REQ'D / 22"-8" PROP 84'-4" REQ'D / 132'-7" PROP. FACADE DESIGN COMPLIANCE W/ CHAPTER 7
(ARCHITECTURAL STANDARDS
T5N - APPLIES TO FIRST 25 FT. OF BUILDING DEPTH MEASURED FROM THE NEAREST SETBACK LINE PLEASE SEE MFDDS RESPONSE. GROUND FLOOR DEPTH OF GROUND FLOOR HABITABLE SPACE 25 FT. FOR AT LEAST 80% ALONG

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*18'-2" HABITABLE FACADE WIDTH
REQ'D _ NONE PROVIDED

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX NA X X NA(-3'-10") NA X X ARCHITECTURAL FEATURES 2' MAX NA 1'MAX 5' MAX 1'-4" NA *3'-10" *10'-0" PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *8'-10" SIDE STREET NA NA
SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA DOORYARD 6' MIN. DEPTH/15' MIN. WIDTH

ALL UNITS MEET REQUIREMENT - SEE

LANDSCAPE PLANS
STOOP

FORECOURT, COMMON

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 6
G15
NTS
Item 8.2

THOROUGHFARE - NEW STREET
DS 7
43,937 SQ. FT. ALLEY ALLEY DS 6
DS 4 DS 3 DS 2
THOROUGHFARE - NEW STREET DS 6 T.B.

ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET W/ OPEN SUBZONE
ADJACENT T4MS

MAIN STREET
ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET

W/ OPEN SUBZONE
308'-1" 142'-101
2 "
239'-51
2 68'-8 " 1
2 "

3. DESIGN SITE SIZE 142'-61
2 "
3 / 5. LOT COVERAGE / BUILDING PLACEMENT
43'-4" 254'-8" 10'-0" 47'-10" 88'-2" 6'-9" 47'-11
2 " 89'-0" 6'-9"

LINE OF BUILDING

ABOVE (TYP)
43'-4" 254'-8" 10'-0"
BLDG. 18,589 SQ. FT. DS 4 DS 3 DS 2
ADJACENT T4MS

MAIN STREET

3. LOT COVERAGE
18,589 SQ. FT. BUILDING AREA (SEE

NEXT SHEET) DIVIDED BY
43,937 SQ. FT. LOT AREA
= 41% LOT COVERAGE

5. BUILDING PLACEMENT

SEE ADJACENT DIAGRAM

BUILDING FACADE

1. FACADE ZONE

1.1. FRONT (80% MIN.)
BLDG
(312'-1") - (5'+5') = 302'-1"
(302'-1")(0.8) = 241'- 6" MIN.
254'-8" PROPOSED =84%

1.1.1. SIDE ST. - NA 7'-0"
DS 7
43,937 SQ. FT.

DS 7
* STATE DENSITY BONUS WAIVER REQUESTED
DESIGN SITE 7

INTERIOR DESIGN SITE
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

3. BUILDING SIZE AND DESIGN SITE SIZE MAIN BODY STANDARDS WIDTH MAX PER BLDG. NO MAX. 254'-8" DEPTH MAX. PER BLDG. NO MAX. 89'-0" ON-SITE PRIVATE OR COMMON OPEN SPACE 50 SQ. FT./ UNIT MIN. (+) 50 SQ. FT. / UNIT SEE BLDG. PLANS FOR PRIVATE OPEN SPACE LOT COVERAGE NO MAX. 41%
DESIGN SITE SIZE STANDARDS WIDTH 25' MIN., NO MAX. 312'-1" DEPTH NO MIN. / NO MAX. 148'-2" / 143'-2" 4. BUILDING FORM

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. +50'-6" GROUND LEVEL FINISH FLOOR 6" MIN. *
1 2
" MAX AS ACCESSIBLE SITE

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *10'-1" 5. BUILDING PLACEMENT - INTERIOR DESIGN SITE SETBACK - PRIMARY BUILDING

FRONT -
INTERIOR DESIGN SITE 5 FT. MIN. 15 FT. MAX. 6'-9" AND 12'-0" SIDE STREET (FACADE ZONE) NA NA SIDE 5 FT. MIN. 10 FT. MIN
REAR - ADJ. TO T4MS/T4NS 20 FT. MIN. 47'-1" MIN. BUILDING FACADE FACADE ZONE DEFINED BY PRIMARY BLDG.FRONTAGEFRONT ST. - 80% MIN.

SIDE ST. NA
241'-6" MIN REQ'D / 254"-8" PROP /84%
NA

FACADE DESIGN
COMPLIANCE W/ CHAPTER 7
(ARCHITECTURAL STANDARDS) T5N - APPLIES TO FIRST 25 FT. OF BUILDING DEPTH MEASURED FROM THE NEAREST SETBACK LINE PLEASE SEE MFDDS RESPONSE GROUND FLOOR DEPTH OF GROUND FLOOR HABITABLE SPACE 25 FT. FOR AT LEAST 80% ALONG

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*203'-9" HABITABLE FACADE WIDTH
REQ'D _ 136'-0" PROVIDED

6. ENCROACHMENTS

ENCROACHMENTS INTO MINIMUM SETBACK
- ENCROACHMENT TYPE
FRONT SIDE ST. SIDE REAR FRONT SIDE ST. SIDE REAR
PRIVATE FRONTAGES 5' MAX NA X X NA (6'-9"/12'-0") NA X X ARCHITECTURAL FEATURES 2' MAX NA 1'MAX 5' MAX NONE NA NONE NONE

PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *6'-9" SIDE STREET NA NA
SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

PORCH PROJECTING NA
PORCH ENGAGED NA GALLERY DEPTH 8 FT. MIN., HEIGHT 12' MIN. UPPER FLOOR HT 9FT. MIN HEIGHT 2 STORIES MAX SETBACK 18" MIN. FROM
ROW
*DEPTH - 6 FT
*HEIGHT 9 FT UPPER FLOOR HT - 9'-1" HEIGHT 1-2 STORIES
7 FT. SETBACK

STOOP NA
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 7.1
G16
NTS
Item 8.2
58'-0"

HABITABLE
ADJACENT T4MS

MAIN STREET

THOROUGHFARE - NEW STREET
DS 7 DS 6 T.B.

ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET W/ OPEN SUBZONE
ADJACENT T4MS

MAIN STREET
43'-4" 254'-8" 10'-0" 67'-5" 69'-0" 6'-9" 47'-11
2 " 89'-0" 6'-9"

LINE OF BUILDING

ABOVE (TYP)
254'-8"
BLDG. 18,393 SQ. FT.
5 / 6. BUILDING PLACEMENT / ENCROACHMENTS

5. BUILDING PLACEMENT / HABITABLE SPACE

1. GROUND FLOOR HABITABLE DEPTH

1.1. HABITABLE DEPTH IS FULL DEPTH OF
EACH BUILDING = +25 FT. 1.1.1. 52 FT. + 58 FT. + 26 FT. = 136 FT.

OF 25 FT. HABITABLE DEPTH. 1.1.2. FACADE LENGTH = (254'-8") (80%) = 203'-9" HABITABLE SPACE

REQUIRED

1.1.3. 136 FT HABITABLE SPACE
PROVIDED = 53%

6. ENROACHMENTS

1. PRIVATE FRONTAGES

1.1. NO ENCROACHMENT AT FRONTAGES

2. ARCHITECTURAL FEATURES

2.1. NO BUILDING ENCROACHMENTS AT

REAR OR SIDES

7. PARKING: 1. 30FT. MIN. SETBACK FROM PROP. LINE

1.1. 6'-9" PROVIDED

8. FRONTAGES

1. GALLERY PROVIDED

1.1. 5FT. GALLERY DEPTH

1.2. 10FT. GALLERY HEIGHT

1.3. 12FT. SETBACK FROM ROW
DS 4 DS 3 DS 2

THOROUGHFARE - NEW STREET
DS 7 ALLEY ALLEY DS 6
DS 4 DS 3 DS 2
ADJACENT T4NS

NEIGHBORHOOD SMALL
ADJACENT T4MS

MAIN STREET W/ OPEN SUBZONE
312'-1" 142'-71
2 "
239'-512 72'-8 " 1
2 "

5. DESIGN SITE SETBACKS
5'-0" SIDE
SETBACK 20'-0" REAR SETBACK
5'-0" SIDE
SETBACK 5'-0" - 15'-0" FRONT (FACADE ZONE) INTERIOR SETBACK 52'-0"

HABITABLE
26'-0"
HABITABLE 5'-0" 12'-0"
* STATE DENSITY BONUS WAIVER REQUESTED
DESIGN SITE 7

INTERIOR DESIGN SITE
T5 NEIGHBORHOOD (T5N) REQUIRED PROPOSED

1. INTENT SEE MFDDS PAGE 33

2. SUBZONES T5N-OPEN MORE FRONTAGE TYPES WITHIN THE SAME FORM AND CHARACTER OF THE T5N ZONE

HEIGHT - PRIMARY BUILDING
TO HIGHEST TOP PLATE 75' MAX. +50'-6" GROUND LEVEL FINISH FLOOR 6" MIN. *
1 2
" MAX AS ACCESSIBLE SITE

FLOOR TO FLOOR (GROUND
FLOOR) 12' MIN. *10'-1" 5. BUILDING PLACEMENT - INTERIOR DESIGN SITE SETBACK - PRIMARY BUILDING

SIDE ST. NA
241'-6" MIN REQ'D / 254"-8" PROP /84%
NA

THOROUGHFARE OR LARGE SITE OPEN OF FACADE

LENGTH SPACE
*203'-9" HABITABLE FACADE WIDTH
REQ'D _ 136'-0" PROVIDED

6. ENCROACHMENTS

PATIO COVERS NA

STAIRS / RAMPS NA DECKS NA

FENCES, HEDGES, AND OTHER SCREEN DEVICES ARE ALLOWED WITHIN SETBACKS AS IDENTIFIED IN SECTION

4.0202 (SCREENING) SEE LANDSCAPE DRAWINGS FOR
FENCE LOCATIONS. PERTINENT
ITEMS ARE ALLOWED PER SEC. 4.0202
7 - PARKING

SETBACK DISTANCE FROM ROW
FRONT 30' MIN. *6'-9" SIDE STREET NA NA
SIDE 0' MIN. NA REAR 0' MIN. NA

8. FRONTAGES

THE GROUND FLOOR ALONG A THOROUGHFARE OR LARGE SITE OPEN SPACE IS REQUIRED TO INCLUDE A PRIVATE FRONTAGE

TYPE AT BUILDING AND/OR UNIT ENTRIES ALLOWED PRIVATE FRONTAGE TYPES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: DESIGN SITE 7.2
G17
NTS
Item 8.2
F
F
THERM A TRU SM OOTH STAR S8200 - 3080
BLDG A FRONTAGEDESIGN SITE 1
BLDG B FRONTAGEDESIGN SITE 2
BLDG C FRONTAGEDESIGN SITE 2
BLDG D FRONTAGEDESIGN SITE 3
BLDG E FRONTAGEDESIGN SITE 3
BLDG F FRONTAGEDESIGN SITE 4
BLDG G FRONTAGEDESIGN SITE 5
PLAN 2
PLAN 2 PLAN 2
DECK
PLAN 1
PLAN 2
GAR.

PLAN 2
ENT.

PLAN 1
DECK
PV
UNITS
9' - 1" 10' - 0" 4:12

SETBACK
2' - 0" MIN. MAX. SETBACK
15' - 0"

DESIGN SITE LINE
H
EIG
H
T
O
F
F
R
O
N
T
A
G
E
F
E
A
T
U
R
E
4 6' - 1" 2' - 0" 3' - 2 3/4"
11' - 9 1/4" 10' - 4" 10' - 4" 10' - 4" PLAN 2 PLAN 2 PLAN 2 DECK PLAN 2 ENT. PLAN 1 ENT. PLAN 1 DECK PV
UNITS
4:12

SETBACK
5' - 0" MIN. MAX. SETBACK
15' - 0"

DESIGN SITE LINE
H
E
GI HT
OF
F
R
O
N
T
A
G
EF
E
A
T
U
R
E
3 2' - 2" 7' - 9 1/4"
H
EIG
H
T
O
F
F
R
O
N
T
AG
E
F
E
A
T
U
R
E
32' - 5" 10' - 0" 9' - 1" 10' - 4" 10' - 4" 10' - 4" 2' - 2" ENC. 4' - 10"
2' - 10"
2' - 0"
2"
PLAN 2
(STAIR)
PLAN 1
PLAN 2
PLAN 2 PLAN 2
DECK
PLAN 2
ENT.

PLAN 1
ENT.

PLAN 1
DECK
PV
UNITS
4:12
PLAN 2
(STAIR)
PLAN 1 10' - 0" 9' - 1" 4' - 0" 2' - 0" 2' - 0" 1' - 0" DESIGN SITE LINE 3' - 0" ENC.

SETBACK
5' - 0" MIN. MAX. SETBACK
15' - 0"

SETBACK
5' - 0" MIN. MAX. SETBACK
15' - 0"
DESIGN SITE LINE PLAN 2
PLAN 2 PLAN 2
DECK
PLAN 2
ENT.

PLAN 1
ENT.

PLAN 1
DECK
PV
UNITS
4:12
PLAN 2
(STAIR)
PLAN 1 10' - 0" 9' - 1" HE GI HT OF FRON
T
A
G
EF
E
A
T
U
R
E
32' - 7" 3' - 5" ENC. PLAN 4 PLAN 4 PLAN 4 DECK
PLAN 4
ENT.

PLAN 3
ENT.

PLAN 3
DECK
PV
UNITS
4:12
PLAN 4
(STAIR)
PLAN 3

SETBACK
5' - 0" MIN. MAX. SETBACK
15' - 0"
1' - 7"
2' - 0"
1' - 5"
3' - 7"

DESIGN SITE LINE
H
EIG
H
TO
F
FR
ON
TA
G
E
F
EA
T
U
R
E
32' - 1" 5' - 0"
2' - 0" ENC.
9' - 1" 10' - 0" 3' - 0" 2' - 0"

DESIGN SITE LINE

SETBACK
2' - 0" MIN.

MAX. SETBACK
15' - 0"

SETBACK
2' - 0" MIN.

MAX. SETBACK
15' - 0"
PLAN 2
PLAN 2 PLAN 2
DECK
PLAN 1
PLAN 2
GAR.

PLAN 2
ENT.

PLAN 1
DECK
PV
UNITS
4:12
1' - 7 1/4" 2' - 0"
18' - 7 1/4"
16' - 7 1/4"
H
EIG
H
T
O
FF
R
O
N
T
A
G
E
F
E
A
T
U
R
E
3 3' - 3" 9' - 1" 10' - 0" PV UNITS

AC UNIT
GAR.

KIT. & LIV.

DECK BD.

BD.
4:12

SETBACK
2' - 0" MIN.

MAX. SETBACK
15' - 0"

DESIGN SITE LINE
7' - 8"
2' - 7" 3' - 1" 7' - 4"
9' - 1" 10' - 0" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 4" 10' - 3 3/4" HE GI HT OF FRONTAGE FEATURE 34' - 10" PV UNITS AC UNIT 4:12 GAR. KIT. & LIV. BD. BD. SETBACK 2' - 0" MIN. MAX. SETBACK 10' - 0" BLDG H FRONTAGEDESIGN SITE 6
UTIL.
8' - 4"
1' - 8" 6' - 4" 2' - 0" 10' - 0" 9' - 1" 10' - 4" 10' - 4" 10' - 4" HEIGHT OF FRONTAGE FEAT URE
45' - 1"

DESIGN SITE LINESETBACK
5' - 0" MIN.

MAX. SETBACK
15' - 0"

DESIGN SITE LINE
MAINT.

BD.

AC UNITS
BLDG I

FRONTAGE
DESIGN SITE 6
9' - 8" 9' - 1" 10' - 0" 10' - 0" 10' - 0" 10' - 0" HEIGHT OF FRONTAGE FEATUR E
5 8' - 8" T
O
60' - 0" 9' - 9" 5' - 3"
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
1/8" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 3/5/2025 7:17:23 PM G18

CONCEPTUAL BUILDING FRONTAGE DIAGRAMS
06/20/2025
317083

CITY VENTURES
Item 8.2

CONCEPTUAL MASSING MODEL BLDG A
FRONT

CONCEPTUAL MASSING MODEL BLDG A
REAR

CONCEPTUAL MASSING MODEL BLDG B
FRONT

CONCEPTUAL MASSING MODEL BLDG B REAR

CONCEPTUAL MASSING MODEL BLDG C
FRONT

CONCEPTUAL MASSING MODEL BLDG C
REAR
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL MASSING MODEL
G19
1/8" = 1'-0"
Item 8.2

CONCEPTUAL MASSING MODEL BLDG D
FRONT

CONCEPTUAL MASSING MODEL BLDG D REAR

CONCEPTUAL MASSING MODEL BLDG E
FRONT

CONCEPTUAL MASSING MODEL BLDG E REAR

CONCEPTUAL MASSING MODEL BLDG F
FRONT

CONCEPTUAL MASSING MODEL BLDG F
REAR
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL MASSING MODEL
G20
NTS
Item 8.2

CONCEPTUAL MASSING MODEL BLDG G
FRONT

CONCEPTUAL MASSING MODEL BLDG G
REAR

CONCEPTUAL MASSING MODEL BLDG H
FRONT

CONCEPTUAL MASSING MODEL BLDG H
REAR

CONCEPTUAL MASSING MODEL BLDG I FRONT

CONCEPTUAL MASSING MODEL BLDG I REAR
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL MASSING MODEL
G21
NTS
Item 8.2
F F
F
F
525
F F
F
F
F F
F
F
525
F F
F
F
F F
F
F
525
F F
F
F
F F
F
F
525
F F
F
F
F F
F
F
525
F
F
F F
F
F
F F
F
F
525
F
F
F F
F
F

F F NEW STREET - INTERIOR STREETSCAPE VIEWING EAST
BLDG. A - F

GALE DRIVE STREETSCAPE
BLDG. G - F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F

NEW STREET - INTERIOR STREETSCAPE VIEWING WEST
BLDG. G - I
F F
F F
F F
F
F F
F
F
F F
F
F F F
F
F
F F
F
F
T T
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F WEST HAMILTON AVE. STREETSCAPE BLDG. A
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL STREETSCAPE
G22
1/8" = 1'-0"
Item 8.2
3 COAT STUCCO

APPLICATION

WOOD FASCIA BOARD
CONC. 'S' TILE O/ 1x
BATTENS O/ 30# FELT

UNDERLAYMENT O/
PLYWD. SHT'G
1 2 ROUND GUTTER

SHAPED STUCCO

CORNICE
9 34
" R101
4 " R101
4 "
3 COAT STUCCO

APPLICATION
CONC. 'S' TILE O/ 1x BATTENS
O/ 30# FELT UNDERLAYMENT
O/ PLYWD. SHT'G

ROOFING FELT O/ GSM

RAKE FLASHING
3X8 PRE-PRIMED R.S.

BARGE 18" STUCCO FINISH O/SHAPED CORBEL

TYPIVCAL RECESSED WINDOW
ROOF FRMG.
6" GSM 1
2 ROUND GUTTER O/ 2x4

PRE-PRIMED RS FASCIA
EXT. STUCCO APPLICATION AT

SLOPED SILL RECESS
CONC. 'S' TILE O/ 1x BATTENS O/
30# FELT UNDERLAYMENT O/
PLYWD. SHTG., SSD.

TYPICAL EAVE W./ ECCENTRIC

SLOPED SILL WINDOW
TYPICAL RAKE EAVE PROFILE 1 EAVE PROFILE 2 DECORATIVE ARCHITECTURAL

ELEMENT
3 COAT STUCCO

APPLICATION

WOOD FASCIA
BOARD
CONC. 'S' TILE O/ 1x
BATTENS O/ 30# FELT

UNDERLAYMENT O/
PLYWD. SHT'G
1 2 ROUND GUTTER

SHAPED BARGE RAFTER
105°

DECORATIVE FINIAL

ROOF LINE

STUCCO FINISH O/

SHAPED ELEMENT

STUCCO CAP WITH

METAL FLASHING
CAP
3'-0" ROOF SHAPES AND DETAILS

TYPICAL RECESSED WINDOW TYPICAL ENTRY DOOR

TYPICAL RECESS

TYPICAL VINYL
WINDOW

STUCCO FINISH O/
SLOPED SILL (TYP.) 3" 2" 2"

TYPICAL RECESS

TYPICAL PANEL DOOR

TILE SURROUND

VIEW WINDOW

TYPICAL WINDOWS AND ENTRY DOOR
F

DECORATIVE

CLAY ROUNDS

IN CIRCULAR
FRAME

TILE PATTERN IN
STUCCO
RECESS

SPECIAL RECESSED
SQUARE

ARCHITECTURAL

VINYL WINDOW

ECCENTRIC STUCCO

SILL SLOPE (SEE

EAVE AND WINDOW

DETAIL ARCHITECTURAL ELEMENTS
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL ELEMENTS AND DETAILS
G23
N.T.S.

Item 8.2
6X8 CROSS BEAM 2" 1'-0" 6 X 6 KICKER

FRENCH DOOR WHERE OCCURS
3X3 TOP ELEMENT W/ 1
2" BEVEL AT END
6X10 RS SHAPED OUTRIGGER OVER
KICKER
3"
SHAPED OUTRIGGER AT UNDERSIDE OF BALCONY 3"7"-4"
1" 3'-9" 3'-0" 3'-2" DECK PLATES SPACED 3
4" 3
4 " 1/4" X 3" EDGE PLATE WROUGHT IRON CHANNEL #C1121218 BY ARCHITECTURAL IRON DESIGNS, INC. OR EQUAL WROUGHT IRON GUARDRAIL #H1244 BY ARCHITECTURAL IRON DESIGNS, INC. OR EQUAL, 2" ANGLE IRON BRACKET BEYOND.

STUCCO FINISH

STUCCO FINISH O/ FOAM BAND

SHAPED STUCCO
CORNER

SHAPED OUTRIGGER

AT UNDERSIDE OF CANTILEVER BALCONY
LINE OF CATILEVER" STUCCO O/ SHAPED
FOAM DECK EDGE WROUGHT IRON GUARDRAIL #H1244 BY ARCHITECTURAL IRON DESIGNS, INC. OR
EQUAL,
6X8 CROSS BEAM
6 X 6 KICKER

FRENCH DOOR WHERE OCCURS
3X3 TOP ELEMENT W/ 1
2" BEVEL AT END
6X10 RS SHAPED OUTRIGGER OVER
KICKER

SHAPED OUTRIGGER

AT UNDERSIDE OF BALCONY DECK PLATES
SPACED 3
4" 1/4" X 3" EDGE PLATE WROUGHT IRON CHANNEL #C1121218 BY ARCHITECTURAL IRON DESIGNS, INC. OR EQUAL WROUGHT IRON GUARDRAIL #H1244 BY ARCHITECTURAL IRON DESIGNS, INC. OR
EQUAL, 2" ANGLE IRON
BRACKET BEYOND.
1'-0" 7'-6"
R101
4 " Ø1'-81
2 "
1'-0" TYPICAL KICKER

LAYOUT EQ EQ EQ

EQUAL SPACING TYPICAL BETWEEN POST LAYOUTS
EQ EQ EQ EQ EQ 1'-0" TYPICAL KICKER
LAYOUT 6X8 CROSS BEAM
6 X 6 KICKER

FRENCH DOOR WHERE OCCURS
3X3 TOP ELEMENT W/ 1
2" BEVEL AT END
6X10 RS SHAPED OUTRIGGER OVER KICKER
SHAPED OUTRIGGER AT UNDERSIDE OF BALCONY DECK PLATES SPACED 3 4" 1/4" X 3" EDGE PLATE WROUGHT IRON CHANNEL #C1121218 BY ARCHITECTURAL IRON DESIGNS, INC. OR EQUAL WROUGHT IRON GUARDRAIL #H1244 BY ARCHITECTURAL IRON DESIGNS, INC. OR EQUAL, 2" ANGLE IRON BRACKET BEYOND.

R2'-6" 6'-4" 2" 7" 3" 5'-4" 1'-0"

STUCCO FINISH AT WALL STUCCO FINISH AT ARCHWAY
TYPIVCAL WROUGHT IRON GUARDRAIL 2" ANGLE IRON BRACKET BEYOND.

TYPICAL CORBEL AT EXPOSED EAVE

TILE ROOF

STUCCO COLUMN WITH
FOAM BANDS 8" STUCCO EDGE WITH
PROFILE SHOWN 4" R11
2 " 5'-10" 2" 7" 3" 4'-10" 1'-0"

STUCCO FINISH AT WALL STUCCO FINISH AT ARCHWAY

TYPIVCAL WROUGHT
IRON GUARDRAIL 2" ANGLE IRON
BRACKET BEYOND.

TYPICAL CORBEL AT EXPOSED EAVE

TILE ROOF

STUCCO COLUMN WITH FOAM BANDS

STUCCO EDGE WITH
PROFILE SHOWN 8"
R3'-0"

BALCONY TYPES

BALCONY TYPES
4'-0" 4'-0" 1'-0"
F F
5% 6" 3" SLOPED FOAM 3X SILL SLOPED
5° TO DRAIN

ADHERED STONE
5% 3" 1.5"

STUCCO FINISH O/ FOAM HEAD

STUCCO FINISH O/ FOAM OUTRIGGER

STUCCO FINISH AT CANTILEVER

STONE FINISH TO UNDERSIDE OF CANTILEVER

TYPICAL VINYL WINDOW
R1'-0" 2'-0" 9"
SLOPED FOAM 3X SILL SLOPED 5° TO DRAIN

ADHERED STONE

STUCCO FINISH O/ FOAM WINDOW SURROUND

STUCCO FINISH AT ARCED

CANTILEVER

STONE FINISH TO UNDERSIDE OF CANTILEVER
TYPICAL VINYL WINDOW TYP. STONE AND STUCCO APPLICATIONS C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL ELEMENTS AND DETAILS
G23.1
N.T.S.

Item 8.2
DECO TILE MC 1 - 175B SOLID TILE MP 82 A ROOF - TILE ROOF MFR.: EAGLE ROOFING SMC 8403 SANTA BARBARA BLEND PROFILE: CAPISTRANO B BODY MFR.: SHERWIN-WILLIAMS HIGH REFLECTIVE WHITE SW7757 C BODY MFR.: SHERWIN-WILLIAMS GREEK VILLA SW7551 D BODY MFR.: SHERWIN-WILLIAMS GUILD GREY SW9561 E ACCESS WOOD TRIM MFR.: SHERWIN-WILLIAMS SUPERIOR BRONZE SW6152 F METAL RAILING MFR.: SHERWIN-WILLIAMS IRON ORE SW7069 G ACCESS STUCCO TRIM MFR.: SHERWIN-WILLIAMS HIGH REFLECTIVE WHITE SW7757 H ENTRY TILE MFR.: MALIBU CERAMIC WORKS WORKS (6x6) I STONE MFR.: EL DORADO STONE RIDGETOP18 WHISPER WHITE A B E G F I FINISH SCHEDULE TILE ROOF 5" OGEE GUTTER PARAPET WALL w/GSM COPING CAP SECTIONAL ROLL-UP GARAGE DOOR FIBERGLASS FRONT DOOR DUAL GLAZED VINYL WINDOW METAL DOORS AT METER CLOSET SLIDING GLASS DOOR FRENCH DOOR WOOD TRIM, CORBELS, AND KICKERS WOOD RAILINGS C D EXTERIOR LIGHT FIXTURE MFR.: VISUAL COMFORT STUDIO BY: SEAN LAVIN COLLECTION: GALENA ITEM IDEA: STU2417117 COL.: TEXTURED BLACK SIZE: 16" H x 8" W J BODY MFR.: SHERWIN-WILLIAMS PORPOISE SW7047 J CONCEPTUAL MATERIAL AND COLOR BOARD G24 1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 07.25.2025 317083.00 Item 8.2 DOOR FRAME TYPES & ELEV.

HM
F01
WOOD
F02
DOOR FRAME @
CLOSET
F03
0' - 3" PER DOOR HEIGHT
0' - 3"PER DOOR WIDTH0' - 3"
0' - 1" 0' - 1"PER DOOR WIDTH0' - 1"
P
E
R
D
O
O
R
H
EIG
H
T
0' - 3" PER DOOR HEIGHT
0' - 3"PER DOOR WIDTH0' - 3"
0' - 4" F05

DOOR TYPES & ELEVATIONS
PERS
C
H
ED
U
LE

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E
TYPE A

SINGLE SWING - FLUSH
TYPE B1, B2, C1,
C2, D1, D2, D6, G

SINGLE SWING -
FLUSH
TYPE F
SECTIONAL ROLL-UP DOOR 10" MIN. KIC
K
P
L
A
T
E

PER SCHEDULE
TYPE K2
SHOWER - SINGLE SWING;

SAFETY GLAZING
TYPE J

FLUSH OPENING
TYPE E2

SINGLE SWING -

GLAZED PANEL

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E

INTERIOR DOOR -

SLIDING BI-PASS -
FLUSH
TYPE D3, D4

PER SCHEDULE
EQ EQ
P
ER
S
CH
E
D
U
L
E
P
E
RS
C
H
E
D
U
L
E

PER SCHEDULE

DOUBLE SWING -
FLUSH
TYPE D5, H1, H2

BALCONY DOOR -

SGD - GLAZED
PANELS
TYPE E1
P
E
RSCHE
DU
LE

PER SCHEDULE
EQ EQ

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E

EQ EQ EQ
TYPE E3
3-PANE - SLIDING GLASS

DOOR - GLAZED PANELS

PER SCHEDULE
P

ERSCHED
UL
E
PAN OR
CURB
TYPE K1
SHOWER - SGD; SAFETY GLAZING

PER SCHEDULE
P
E
RS
C
H
E
D
UL
E
PAN OR
CURB

OPENING
P
E
RS
C
H
E
D
U
L
E

PER SCHEDULE
P
E
RS
C
H
E
D
U
L
E
O.H. PER SCHEDULE
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
1/4" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 3/5/2025 7:17:23 PM DS1

TOWNHOMES CONCEPTUAL DOOR SCHEDULE
06/20/2025
317083

CITY VENTURES

DOOR SCHEDULE

TYPE QUANTITY WIDTH HEIGHT THICKNESS

DOOR FRAME

FIRE RATING

DETAILS

MATERIAL FINISH GLAZING TYPE MATERIAL HEAD JAMB SILL NOTES 1ST FLOOR
A 89 3' - 0" 8' - 0" 0' - 1 3/8" PRIMARY ENTRY
B1 78 2' - 6" 6' - 8" 0' - 1 3/4" GARAGE TO UNITB2 6 3' - 0" 6' - 8" 0' - 1 3/4" GARAGE TO UNITC2 9 3' - 0" 6' - 8" 0' - 1 3/4" UNIT INTERIORD1 62 2' - 4" 6' - 8" 0' - 1 3/4" INT. UNIT CLOSETD2 4 2' - 8" 6' - 8" 0' - 1 3/4" INT. UNIT CLOSETD3 3 5' - 0" 6' - 8" 0' - 1 3/8" INT. UNIT CLOSET - BIPASS F 84 8' - 0" 7' - 0" 0' - 1 1/2" GARAGE SECTIONAL DOOR
G 8 2' - 0" 8' - 0" 0' - 1 3/4" FIRE RISER ROOM
H1 8 6' - 0" 8' - 0" 0' - 1 3/4" UTILITY CLOSETH2 8 5' - 0" 8' - 0" 0' - 1 3/4" UTILITY CLOSET 2ND FLOOR
C1 132 2' - 6" 6' - 8" 0' - 1 3/4" UNIT INTERIORD1 69 2' - 4" 6' - 8" 0' - 1 3/4" INT. UNIT CLOSETD3 33 5' - 0" 6' - 8" 0' - 1 3/8" INT. UNIT CLOSET - BIPASSD4 33 4' - 6" 6' - 8" 0' - 1 3/8" BI-PASS SLIDING DOORD5 33 5' - 0" 6' - 8" 0' - 1 3/4" LAUNDRY DBL DOORD6 16 2' - 0" 6' - 8" 0' - 1 3/4" PANTRY DOOR E1 28 8' - 0" 8' - 0" 0' - 2" BALCONY SGDE2 6 3' - 0" 8' - 0" 0' - 1 3/4" BALCONY SWING DOOR 3RD FLOOR
C1 80 2' - 6" 6' - 8" 0' - 1 3/4" UNIT INTERIOR
D1 192 2' - 4" 6' - 8" 0' - 1 3/4" INT. UNIT CLOSETD6 32 2' - 0" 6' - 8" 0' - 1 3/4" PANTRY DOOR E3 31 9' - 0" 8' - 0" 0' - 2" BALCONY 3-PANE SGD
J1 32 0' - 0" 0' - 0" PRIMARY BEDROOM TO P. BATH

OPENING
K1 32 4' - 11" 6' - 7" 0' - 0 3/4" SHOWER SGD
4TH FLOOR
C1 224 2' - 6" 6' - 8" 0' - 1 3/4" UNIT INTERIORD1 96 2' - 4" 6' - 8" 0' - 1 3/4" INT. UNIT CLOSETD3 64 5' - 0" 6' - 8" 0' - 1 3/8" INT. UNIT CLOSET - BIPASS E 8 6' - 0" 8' - 0" 0' - 1 3/4" 7284
E2 8 3' - 0" 8' - 0" 0' - 1 3/4" BALCONY SWING DOOR
J2 32 0' - 0" 0' - 0" PRIMARY BEDROOM TO P. BATH

OPENING
K1 32 4' - 11" 6' - 7" 0' - 0 3/4" SHOWER SGDK2 16 1' - 10" 6' - 6" SHOWER SWING DOOR Grand total: 1588
Item 8.2
TYPE A1

WINDOW TYPES & ELEVATIONS

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E
8' - 0" PER SCHED
U
L
E
P
E
R
S
C
H
E
D
U
L
E

PER SCHEDULE
GENERAL EGRESS REQUIREMENTS: - REQUIRED AT R-2 OCCUPANCY OF CONSTRUCTION TYPE VA ONLY. - 5.7 SF MIN. CLEAR OPENING -5 SF MIN. NET CLEAR OPENING AT GRADE FLOOR ONLY - MIN. HT. 24", MIN. WIDTH 20" - OPERABLE WINDOW SILL SHOULD BE BTW 36" TO 44" FROM FF. - EXCEPTION: CBC SEC. 1015.8 * = SHALL MEET EGRESS REQUIREMENTS - SAFETY GLAZING REQUIRED AT LOCATIONS AS INDICATED PER CBC SEC. 2406.4.3 FIXED

CASEMENT
o/ FIXED
P
E
R
S
C
H
E
D
U
L
E
TYPE A2

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E
P
E
R
S
C
H
E
D
U
L
E
TYPE A3

PER SCHEDULE
P
E
RS
C
H
E
DU
L
E
P
E
R
SC
H
E
D
UL
E
EQEQ
E
Q
E
Q
E
Q
EQEQ
E
Q
E
Q
E
Q
EQEQ
E
Q
E
Q
E
Q
TYPE A4

PER SCHEDULE
P
E
RS
C
H
E
D
U
L
E
P
E
R
S
C
H
E
D
U
L
E
EQEQ
E
Q
E
Q
E
Q
(@ UNIT STAIRWELL
MEASURED FROM 1ST FLR)
TYPE A5

PER SCHEDULE
PE
RS
C
H
ED
U
L
E
P
E
RS
C
H
ED
U
L
E
TYPE E1
TYPE B1 / B2 / B3

HORIZONTAL
SLIDER
P
E
R
S
C
H
E
D
U
L
E
E
Q
E
Q
E
Q
EQ EQ

PER SCHEDULE
EQ EQ
P
E
R
S
C
H
E
D
U
L
E
EQ EQ
TYPE B4 / B5
P
E
R
S
C
H
E
D
U
L
E

PER SCHEDULE
EQ EQ
P
E
RS
C
H
E
D
U
L
E
3-PANE UNIT

SINGLE HUNG

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E
EQEQ
P
E
R
S
C
H
E
D
U
L
E
E
Q
E
Q
E
Q
E
Q
E
Q
EQ EQ
TYPE C1

PER SCHEDULE
P
E
R
S
C
H
E
D
U
L
E
P
E
R
S
C
H
E
D
U
L
E
EQEQ
E
Q
E
Q
E
Q

EQEQ EQEQ
EQ
3 1/4"
EQ
3 1/4"
EQ
TYPE D1 / D2 /
D3 / D4 / D5 / D6
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

TOWNHOMES CONCEPTUAL WINDOW SCHEDULE
06/20/2025
317083

CITY VENTURES

WINDOW SCHEDULE
TYPE #
SILL

HEIGHT WIDTH HEIGHT HEAD HEIGHT
FRAME

MATERIAL FINISH NOTES
A1 103 4' - 0" 2' - 0" 4' - 0" 8' - 0"A2 1 3' - 0" 2' - 0" 5' - 0" 8' - 0"A3 1 2' - 0" 2' - 0" 6' - 0" 8' - 0"A4 6 6' - 6" 2' - 0" 6' - 0" 12' - 6"A5 46 6' - 0" 2' - 0" 2' - 0" 8' - 0" B1 16 3' - 0" 4' - 0" 5' - 0" 8' - 0"B2 170 3' - 0" 5' - 0" 5' - 0" 8' - 0"B3 11 3' - 0" 6' - 0" 5' - 0" 8' - 0"B4 32 6' - 0" 5' - 0" 2' - 0" 8' - 0"B5 32 6' - 0" 4' - 0" 2' - 0" 8' - 0"C1 45 3' - 0" 9' - 0" 5' - 0" 8' - 0"D1 48 4' - 0" 2' - 0" 4' - 0" 8' - 0"D2 32 3' - 0" 2' - 0" 4' - 0" 7' - 0"D3 16 2' - 6" 2' - 0" 4' - 0" 6' - 6"D4 32 0' - 0" 2' - 0" 6' - 0" 6' - 0"D5 24 3' - 0" 2' - 0" 5' - 0" 8' - 0"D6 72 3' - 0" 3' - 0" 5' - 0" 8' - 0" E1 2 3' - 0" 3' - 0" 7' - 0" 10' - 0"
Grand total: 689
Item 8.2

WINDOW SCHEDULE
TYPE # SILL HEIGHT WIDTH HEIGHT HEAD HEIGHT FRAME NOTES MATERIAL FINISH AI 19 6' - 0" 3' - 0" 4' - 0" 8' - 0" A2 1 5' - 0" 2' - 6" 5' - 0" 8' - 0" A3 1 2' - 6" 3' - 0" 5' - 6" 8' - 0" A4 3 4' - 6" 2' - 0" 3' - 6" 8' - 0" A5 2 6' - 0" 2' - 0" 2' - 0" 8' - 0" B1 3 3' - 0" 4' - 0" 5' - 0" 8' - 0" B2 115 3' - 0" 5' - 0" 5' - 0" 8' - 0" B3 55 3' - 0" 8' - 0" 5' - 0" 8' - 0" C1 30 5' - 6" 2' - 6" 4' - 6" 8' - 0" BLDG.I WINDOW TYPES & ELEVATIONS
FIXED
- SAFETY GLAZING REQUIRED AT LOCATIONS AS INDICATED PER CBC SEC. 2406.4.3 GENERAL EGRESS REQUIREMENTS: - REQUIRED AT R-2 OCCUPANCY OF CONSTRUCTION TYPE VA ONLY - 5.7 SF MIN CLEAR OPENING
-5 SF MIN NET CLEAR OPENING AT GRAGE FLOOR ONLY
- MIN. HT. 24" MIN. WIDTH 20" - OPERABLE WINDOW SILL SHOULD BE BTW 36" TO 44" FROM FF - EXCEPTION: CBC SEC. 1015.8
* = SHALL MEET REQUIREMENTS
F F
F
F
F

F HORIZONTAL SLIDER

SINGLE HUNG PER SCHEDULE PER SCHEDULE

PER SCHEDULE
EQ EQ

PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULEPER SCHEDULE PER SCHEDULE PER SCHEDULE TYPE A1 TYPE A2 TYPE A3 TYPE A4 TYPE A5 EQ EQ PER SCHEDULE PER SCHEDULE

PER SCHEDULE

EQ EQ EQ EQ PER SCHEDULE PER SCHEDULE

PER SCHEDULE EQ EQ EQPER SCHEDULE PER SCHEDULEPER SCHEDULE PER SCHEDULE PER SCHEDULE PER SCHEDULE TYPE B1 TYPE B2 TYPE B3
TYPE C1

DOOR SCHEDULE
TYPE # USE HINGE WIDTH HEIGHT FRAME NOTES MATERIAL FINISH AI 84 EXTERIOR SWING 3' - 0" 8' - 0" A2 104 INTERIOR SWING 3' - 0" 8' - 0" A3 114 INTERIOR SWING 2' - 10" 8' - 0" A4 70 INTERIOR SWING 2' - 8" 8' - 0" A5 9 INTERIOR SWING 2' - 6" 8' - 0" B1 4 INTERIOR DBL SWING 6' - 0" 8' - 0" C1 8 INTERIOR SLIDING 7' - 0" 8' - 0" C2 16 INTERIOR SLIDING 6' - 0" 8' - 0" C3 118 INTERIOR SLIDING 5' - 0" 8' - 0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: CONCEPTUAL BLDG. I DOOR & WINDOW SCHEDULE DS3
N.T.S.

Item 8.2
SAN TOMAS EXPRESSWAY WEST HAMILTON AVE. PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR.PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. STOP VAN
BLDG G
9 UNITS
BLDG F
13 UNITS BLDG E
14 UNITS BLDG D
13 UNITS BLDG C
11 UNITS BLDG B
10 UNITS BLDG A
10 UNITS
BLDG H
9 UNITS GALE DRIVE PASEO

STUDIO STUDIO
STUDIO
STUDIO
STUDIO
S01°58'38"E 301.00' N89°03'06"E 336.98'
S05°29'23"E 274.36' S89°30'21"E 67.37' N88°59'44"E 112.27' S00°55'42"E 167.90' N89°00'32"E 130.04'
S00°55'42"E 408.04'
34'-0" 34'-0"
4'-8" 12'-2" 5'-10" 10'-3"
10'-4"
35'-0" 35'-0" 65'-8" 12'-5" 13'-10" 9'-0"
20'-3"
40'-0"
28'-7"
32'-0" 8'-0" 8'-0" 6'-8"
26'-0" 8'-10" 26'-0" 6'-7"
16'-6" 8'-0" 9'-3" 6'-7" 11'-4"
26'-0" 26'-0" 26'-0"
9'-0"(TYP.) 18'-0"(TYP.) 4'-10" 9'-6" 9'-6" 26'-0" 26'-0" 6'-9" R R R R R R R G G G G G G (7) RESERVED SPACES G G 9'-9" 11'-9" (8) GUEST SPACES

TOTAL PARKING
65 UNBUNDLED SPACES

TRASH ROOM
LANDFILL: 3 YD BIN
RECYCLING: 3 YD BIN ORGANICS: 1.5 YD BIN T.B. BUILDING I 84 UNITS DESIGN SITE 7 SCALE: FIRE TRUCK ACCESS AT SITE PLAN
FS - 1.0
1/4" = 1'-0"
FS-1.2 A
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
FS-1.2 BFS-1.3 A BFS-1.3
Item 8.2
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
ROOF 9'-1" 9'-1" 9'-1" ±44'-1"
GARAGE
UNIT - PLAN 4
9'-0" 4'-0"
70°

BALCONY

BEDROOM
TYP. EGRESS WINDIN
7'-0" 6'-0"
2'-0" 4'-0"
UNIT - PLAN 5 9'-1" 5'-0"
REF. P DW UP PRIMARY BED PRIMARY BATH PDR. CLO. FAU KITCHEN GREAT ROOM BALCONY LINEN DNPLAN 4 PLAN 5 DN PLAN 5
30' - 8 1/2" PLAN 424' - 3 1/2" 1' - 0" 22' - 0"
70°
5'-0" 4'-0"
3RD FLOOR PLAN
PLAN 4 & 5
REF. P DW DN UP DN UP BED 2 BED 3 W/D BATH 2 FAU KITCHEN GREAT ROOM BALCONY PLAN 4 7' - 11 1/2" 14' - 0 1/2" 22' - 0" 56' - 0" 2ND FLOOR PLAN
PLAN 4 & 5
5'-0" 6'-0"
2'-0" 4'-0"
5'-0" 6'-0"
NOTE: PER CBC SECTION 1031.2, LADDER PADS ARE PROVIDED FOR EMERGENCY ESCAPE AND RESCUE OPENINGS IN R-2 OCCUPANCIES

FOR BASEMENTS & SLEEPING

ROOMS BELOW THE FOURTH
STORY ABOVE GRADE PLANE.

C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: FIRE SAFETY - LADDER PAD DIAGRAM
FS - 1.1.1
1/4" = 1'-0"
Item 8.2
PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. GARAGE PLAN 4 WH WH ENTRY UP PDR.PLAN 4 GARAGE WH WH ENTRY UP PDR. GARAGE PLAN 4 WH WH ENTRYUP PDR. STOP VAN
BLDG G
9 UNITS
BLDG F
13 UNITS BLDG E
14 UNITS BLDG D
13 UNITS BLDG C
11 UNITS BLDG B
10 UNITS BLDG A
10 UNITS
BLDG H
9 UNITS

STUDIO STUDIO
STUDIO
STUDIO
STUDIO
34'-0" 34'-0"
4'-8" 12'-2" 5'-10" 10'-3"
10'-4"
35'-0" 35'-0" 65'-8" 12'-5" 13'-10" 9'-0"
20'-3"
40'-0"
28'-7"
32'-0" 8'-0" 8'-0" 6'-8"
26'-0" 8'-10" 26'-0" 6'-7"
16'-6" 8'-0" 9'-3" 6'-7" 11'-4"
26'-0" 26'-0" 26'-0"
9'-0"(TYP.) 18'-0"(TYP.) 4'-10" 9'-6" 9'-6" 26'-0" 26'-0" 6'-9" R R R R R R R G G G G G G (7) RESERVED SPACES G G 9'-9" 11'-9" (8) GUEST SPACES

TOTAL PARKING
65 UNBUNDLED SPACES T.B. BUILDING I 84 UNITS DESIGN SITE 7 SCALE: FIRE SAFETY - LADDER PAD DIAGRAM @ SP
FS - 1.1.2
1/4" = 1'-0"
FS-1.2 A
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
FS-1.2 BFS-1.3 A BFS-1.3
Item 8.2
1ST FLOOR
0' - 0"
2ND FLOOR
10' - 4"
T.O. 4FLR PLATE
40' - 1"
3RD FLOOR
20' - 8"
4TH FLOOR
31' - 0"
ROOF
44' - 1"
26'-0" DRIVE AISLE

17.75' AERIAL FIRE TRUCK

4.5' 4.5' 11'-4" TO BLDG

TOP OF PARAPET
50' - 0"

BUILDING F

FIRE ACCESS W/ CONCEPTUAL BUILDING SECTION
MAXIMUM DISTANCE B 3'-2"
KIT. & LIV.

DECK
BD. BD. DECK GAR. 1ST FLOOR
0' - 0"
2ND FLOOR
10' - 4"
T.O. 4FLR PLATE
40' - 1"
3RD FLOOR
20' - 8"
4TH FLOOR
31' - 0"
ROOF
44' - 1"
26'-0" DRIVE AISLE

17.75' AERIAL FIRE TRUCK

4.5' 4.5' 6'-7" TO BLDG
56°

TOP OF PARAPET
50' - 0"

BUILDING D

FIRE ACCESS W/ CONCEPTUAL BUILDING SECTION
MINIMUM DISTANCE A 3'-2"
KIT. & LIV.

DECK
BD. BD. DECK GAR.
50° 11'-5" 8'-4" 11'-5" 8'-4"
SCALE: FIRE TRUCK ACCESS @ TYP. TOWNHOME
FS - 1.2
3/16" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
3'-6" ±60'-2"
26'-0" DRIVE AISLE

17.75' AERIAL FIRE TRUCK

4.5' 4.5' 11'-9" TO BLDG
66°11'-5" 8'-4" 3'-6" ±58'-6"
26'-0" DRIVE AISLE

17.75' AERIAL FIRE TRUCK

4.5' 4.5' 9'-9" TO BLDG 11'-5" 8'-4" FIRE ACCESS W/ CONCEPTUAL BUILDING SECTION

LIVING WING TYP
B

FIRE ACCESS W/ CONCEPTUAL BUILDING SECTION

MAIN ENTRY A
57°
1ST FLOOR
0' - 0"
2ND FLOOR
10' - 4"
5TH FLOOR
41' - 4"
3RD FLOOR
20' - 8"
4TH FLOOR
31' - 0"
ROOF
±56' - 6" TOP OF PARAPET
±60' - 0" T.O. 5 FLR PLATE
50' - 5"
1ST FLOOR
0' - 0"
2ND FLOOR
10' - 4"
5TH FLOOR
41' - 4"
3RD FLOOR
20' - 8"
4TH FLOOR
31' - 0"
ROOF
±54' - 6" TOP OF PARAPET
±60' - 0" T.O. 5 FLR PLATE
50' - 5"
SCALE: FIRE TRUCK ACCESS @ BLDG. I
FS - 1.3
1/4" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
REF.

P
DW
REF.

P
DW
PLAN 2 PLAN 1
(END)

GARAGE GARAGE
WH WH

ENTRY ENTRY
UP
UP
53' - 6"
PLAN 1 (END)
11' - 2"
PLAN 2
11' - 0"
WINDOW @

END UNIT

CONDITION
ONLY, TYP. (1)
C T
R
C
T
R
11'-0" @ INT. CONDITION
3 1/2" WALL @

DEMISING
COND., TYP.
22' - 2"
DN UP
BED 2
BED 3
W/D
BATH 2
FAU

KITCHEN
DIN

BALCONY
PLAN 1
55' - 0" 1' - 0"
7' - 11 1/2" 14' - 2 1/2"

BUILD OUT &
WINDOWS @

END UNIT

CONDITION
ONLY, TYP. (6)
LIV
PLAN 2
22' - 2"

PRIMARY BED

PRIMARY BATH
PDR.

CLO. FAU

KITCHEN

BALCONY
LINEN
DN
PLAN 1
PLAN 2
DN
22' - 2"
PLAN2
30' - 8 1/2" P
LAN 1 24' - 3 1/2" 1' - 0" WINDOWS @

END UNIT

CONDITION
ONLY, TYP. (3)
CORNER

BALCONY

CONDITION AT

END UNIT ONLY
DIN
LIV
PLAN 2
BED 2
BED 3
BATH 2

PRIMARY BATH
W/D
CLO. PRIMARY BED
LINEN

ROOF BELOW
4 9' - 6" 1' - 0" 22' - 2" WINDOWS @ END UNIT CONDITION ONLY, TYP. (5) Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 1 & 2 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 1 & 2 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 1 & 2 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 1 & 2 Item 8.2
UP
REF.

P
DW
DN
UP
REF.

P
DW
UP
DN
PLAN 1X PLAN 2

GARAGE GARAGE
WH WH
ENTRY
ENTRY
UP
PDR.
58' - 7" PLAN 2
11' - 0"
PLAN 1X (ADA)
2' - 10" 13' - 10 1/2"
29' - 8 1/2"
15' - 7" 14' - 1 1/2"
5' - 1" 5
3' - 6" C TR TRC
BED 2
BED 3
W/D
BATH 2
FAU

KITCHEN
DIN

BALCONY
PLAN 1X

ROOF BELOW

ROOF BELOW
60' - 1" 1' - 0" 22' - 2"
27' - 8 1/2"
PLAN 1
19' - 9"
PLAN 2
7' - 11 1/2"
UP DN
LIV
PLAN 2

PRIMARY BED

PRIMARY BATH
PDR.

CLO. FAU

KITCHEN

BALCONY
LINEN
DN
PLAN 1X
PLAN 2
DN

ROOF BELOW
5 5' - 0" 1' - 0" 22' - 2" PLAN 2 30' - 8 1/2" PLAN 1X 24' - 3 1/2" DIN LIV ROOF BELOW PLAN 2 BED 2 BED 3 BATH 2 PRIMARY BATH W/D PRIMARY BED CLO. LINEN 49' - 6" 1' - 0" 22' - 0" ROOF BELOW Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 1X & 2 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 1X & 2 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 1X & 2 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 1X & 2 Item 8.2
UP
REF.

P
DW
UP
DN
REF.

P
DW
UP
DN
PLAN 1Y PLAN 2

GARAGE GARAGE
ENTRY
ENTRY
WH WH
UP
3' - 0"
PLAN 1Y
11' - 0"
PLAN 2
11' - 0"
25' - 0"
STUDIO 1B
(@ BLDG D ONLY)
SEE SHEET A1.6 0' - 3 1/2" 5
6' - 6" C TR TRC
BED 2
BED 3
W/D
BATH 2
FAU

KITCHEN

BALCONY
PLAN 1Y

ROOF BELOW
ROOF
BELOW
UP DN
22' - 2"
0' - 3 1/2" 5
6' - 6" 2' - 6" 25' - 0" LIVDIN PRIMARY BED PRIMARY BATHPDR. CLO. FAU KITCHEN LINEN DN PLAN 1Y PLAN 2 DN ROOF BELOW A3.2.6 2 1' - 0" PLAN 2 30' - 8 1/2" PLAN 1Y 24' - 3 1/2" 22' - 2" LIV DIN ROOF BELOW PLAN 2 BED 2 BED 3 BATH 2 PRIMARY BATH W/D PRIMARY BED CLO. LINEN 49' - 6" 1' - 0" 22' - 0" Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 1Y & 2 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 1Y & 2 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 1Y & 2 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 1Y & 2 Item 8.2
REF.

P
DW
REF.

P
DW
PLAN 3 PLAN 4
(END)

GARAGE GARAGE
WH WH

ENTRY ENTRY
UP
UP
T
R
C
T
R
C
STUDIO 1B
SEE SHT. A1.6
56' - 6" 22' - 2" PLAN 3 (END) 11' - 2" PLAN 4 11' - 0" UP DN
BED 2
BED 3
W/D
BATH 2
FAU

KITCHEN
DIN

BALCONY
PLAN 3
LIV
ROOF BELOW 1' - 0" 58' - 0" 14' - 2 1/2" 7' - 11 1/2" 22' - 2" PRIMARY BED PRIMARY BATHPDR. CLO. FAU KITCHEN BALCONY LINEN DN PLAN 3 PLAN 4 DN DIN LIV 1' - 0" PLAN 3 24' - 3 1/2" PLAN 4 33' - 8 1/2" 3 1/2" 22' - 2" PLAN 4 BED 2 BED 3 BATH 2 PRIMARY BATH PRIMARY BED LINEN ROOF BELOW W/DCLO. 1' - 0" 52' - 6" 3 1/2" 22' - 2" Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 3 & 4 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 3 & 4 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 3 & 4 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 3 & 4 Item 8.2
UP
REF.

P
DW
UP
DN
REF.

P
DW
UP
DN
PLAN 3X PLAN 4

GARAGE GARAGE
WH WH
ENTRY
ENTRY
UP
PDR.

PLAN 4
11' - 0"
PLAN 3X
2' - 10" 13' - 10 1/2"
27' - 8 1/2"
58' - 8" 2' - 2" 56' - 6" STUDIO 1C
SEE SHEET A1.6
T
R
C
T
R
C
BED 2
BED 3
W/D
BATH 2
FAU

BALCONY KITCHEN
PLAN 3X

ROOF BELOW

ROOF BELOW
27' - 8 1/2"
19' - 9" PLAN 4
22' - 2"
60' - 1" 1' - 0" UP DN DIN LIV

ROOF BELOW

PRIMARY BED

PRIMARY BATH
PDR.

CLO. FAU

KITCHEN

BALCONY
LINEN
DN
PLAN 3X
PLAN 4
DN
ROOF BELOW 1' - 0" PLAN 4 33' - 8 1/2" PLAN 3X 24' - 3 1/2" 22' - 2" DIN LIV ROOF BELOW PLAN 4 BED 2 BED 3 BATH 2 PRIMARY BATH W/D PRIMARY BED CLO. LINEN22' - 2" 52' - 6" 1' - 0" ROOF BELOW Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 3X & 4 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 3X & 4 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 3X & 4 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 3X & 4 Item 8.2
UP
REF.

P
DW
UP
DN
P
REF.

P
DW
UP
P
DN
PLAN 3X PLAN 4

GARAGE GARAGE
WH WH
ENTRY
ENTRY
UP
PDR.

PLAN 4
11' - 0"
PLAN 3X
2' - 10" 13' - 10 1/2"
27' - 8 1/2"
58' - 8"
2' - 2" 56' - 6"
STUDIO 1C
SEE SHEET A1.6
T
R
C
T
R
C
BED 2
BED 3
W/D
BATH 2
FAU

BALCONY KITCHEN

ROOF BELOW

ROOF BELOW
PLAN 4
22' - 2"
60' - 1" 1' - 0"
UP DN
DIN
LIV

ROOF BELOW
PLAN 3X
DEN / BED 4
OPT. BATH
@ BED 4

PRIMARY BED

PRIMARY BATH
PDR.

CLO. FAU

KITCHEN

BALCONY
LINEN
DN
PLAN 3X
PLAN 4
DN

ROOF BELOW
1' - 0"
P
L
A
N4
3 3' - 8 1/2" P
L
A
N
3 X
2 4' - 3 1/2" 22' - 2" DIN LIV DEN / BED 4 OPT. BATH @ BED 4 ROOF BELOW PLAN 4 BED 2
BED 3
BATH 2

PRIMARY BATH
W/D
PRIMARY BED CLO.

LINEN
22' - 2"
5 2' - 6" 1' - 0" ROOF BELOW
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 3X & 4 - ALT 2 SCALE: 1/4" = 1'-0" 2ND FLOOR PLAN 3X & 4 - ALT 3 SCALE: 1/4" = 1'-0" 3RD FLOOR PLAN 3X & 4 - ALT 4 SCALE: 1/4" = 1'-0" 4TH FLOOR PLAN 3X & 4 - ALT Item 8.2
DW REF.

UP
DW REF.

STUDIO 1C
320 SF
PLAN 3X

BLDGS E & F
SEE SHEET A1.5
2' - 0" 13' - 7" 13' - 0" 9' - 0" 22' - 0" W.I.C STUDIO BATH STUDIO 1B 260 SF PLAN 1

BLDGS D & E
SEE SHEET A1.1
PLAN 5 / 2
BLDG D
SEE SHEET A1.8
PLAN 4
BLDG E
SEE SHEET A1.4
22' - 0" 11' - 9"

STUDIO BATH
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CONCEPTUAL STUDIO PLANS
06/20/2025
317083

CITY VENTURES
3 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN - STUDIO 1C 2 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN - STUDIO 1B Item 8.2
UP
DN
UP
REF.

DW
UP
DN
DN
GARAGE
ENTRY
16' - 0"
22' - 8" LIV.

KIT.
25' - 9" 16' - 0" BATH 2
BED 2
W/D
16' - 0"
25' - 9" PRIMARY BED

PRIMARY BATH
4' - 3" 21' - 6" 16' - 0" BALCONY
Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
SCALE: 1/4" = 1'-0"1ST FLOOR PLAN 5
SCALE: 1/4" = 1'-0" 1 2ND FLOOR PLAN 5 SCALE: 1/4" = 1'-0" 2 3RD FLOOR PLAN 5 SCALE: 1/4" = 1'-0" 3 4TH FLOOR PLAN 5 4 Item 8.2
UP
REF.

DW
UP
DN
DN

UP GARAGE
ENTRY
16' - 2"
22' - 8" C R T
KIT.

LIV.
5 1/2" 2
5' - 9" 5 1/2" 5 1/2" 16' - 2"
BED 2
BATH 2
W/D
5 1/2" 16' - 2"
5 1/2" 2
5' - 9" 5 1/2" PLAN 5 PRIMARY BATH

PRIMARY BED

BALCONY
16' - 2"
21' - 6" Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
SCALE: 1/4" = 1'-0"1ST FLOOR PLAN 5 (END)
SCALE: 1/4" = 1'-0" 1 2ND FLOOR PLAN 5 (END) SCALE: 1/4" = 1'-0" 2 3RD FLOOR PLAN 5 (END) SCALE: 1/4" = 1'-0" 3 4TH FLOOR PLAN 5 (END) 4 Item 8.2
REF.

P
DW
REF.

P
DW
PLAN 4X PLAN 1
(END)

GARAGE GARAGE
WH
WH

ENTRY ENTRY
UP
UP
C T
R
C
T
R
PLAN 5 (END)
(BLDG D & C)
SEE SHEET A1.8
STUDIO 1B
(BLDG D / SIM @ BLDG E)
SEE SHEET A1.6
PLAN 1 (END)
11' - 2"
PLAN 4X (ADA)
11' - 0"
22' - 2"
11'-0" @ INT. CONDITION
3 1/2" WALL @

DEMISING
COND., TYP.
59' - 8" 6' - 2" 5
3' - 6" DN UP
BED 2
BED 3
W/D
BATH 2
FAU

KITCHEN DIN

BALCONY
PLAN 1
LIV
DN
UP

ROOF BELOW

ROOF BELOW
PLAN 5 (END)
(BLDG D & C)
SEE SHEET A1.8
22' - 2" 3 1/2"
7' - 11 1/2" 14' - 2 1/2"
PLAN 4X
55' - 0" 1' - 0" 3 1/2" 58' - 0" PRIMARY BED PRIMARY BATH PDR. FAU KITCHEN BALCONY LINEN DNPLAN 1 PLAN 4X DN DIN LIV PLAN 5 (END) (BLDG D & C) SEE SHEET A1.8 22' - 2" 3 1/2"
55' - 0" 1' - 0" 3 1/2" PLAN 4X 32' - 3" PLAN 1 25' - 9" 58' - 0" PLAN 4X BED 2 BED 3 BATH 2 PRIMARY BATH PRIMARY BED LINEN ROOF BELOW W/D CLO. PLAN 5 (END) (BLDG D & C) SEE SHEET A1.8 ROOF BELOW 22' - 2" 3 1/2"
5 0' - 6" Scale:

Date:

Project Number:
© HUNT HALE JONES ARCHITECTS
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

CITY VENTURES
1 SCALE: 1/4" = 1'-0" 1ST FLOOR PLAN 1&4X 2 SCALE: 1/4" = 1'-0" 2-2ND FLOOR PLAN 1 & 4X 3 SCALE: 1/4" = 1'-0" 3-3RD FLOOR PLAN 1 & 4X 4 SCALE: 1/4" = 1'-0" 4-4TH FLOOR PLAN 1 & 4X Item 8.2
METER
STACK

TESTBLOCK& METER

HOUSEPANEL

SPACEFOR LV
PULL
MAIN

METERSTACK
17 RISERS @ 7.27" 16 TREADS @ 10.5"UP
PLAN 6
1-CAR GARAGE

GROUND FLOOR PLAN
PLAN 6
ENT.

STAIR / UTIL.: 109 SQ. FT.

GARAGE: 364 SQ. FT.
21'-0"
27'-6"
21'-0"
22'-6"
18'-2" 2'-10"
1'-0" 4'-0" 22'-6"
9'-10"
1'-0"
27'-6"
12'-8"
4'-0"

UTIL CLOSETS AT ONE

SIDE OF BLDG ONLY,

SEE SITE PLAN & JT

DRAWINGS
16 RISERS @ 7.27" 15 TREADS @ 10.5"
DN
16 RISERS @ 7.27" 15 TREADS @ 10.5"
UP
PLAN 7
STUDIO
2ND FLR. PLAN
PLAN 7 - STUDIO LIVING: 452 SQ. FT.

STAIR: 125 SQ. FT.

COMMON STAIR
21'-0"
27'-6"
21'-0"
9'-11" 11'-1"
14'-11"
12'-7"
16 RISERS @ 7.27" 15 TREADS @ 10.5"
DN
UP PLAN 6

MAIN LEVEL
3RD FLOOR PLAN
PLAN 6 MAIN LIVING: 462 SQ. FT.

TOTAL LIVING: 998 SQ. FT.

STAIR: 116 SQ. FT.

DIN
LIV.

KIT.

COMMON STAIR
12'-10
_2 "
27'-6"
27'-6"
14'-0"
7'-11" 13'-1"
21'-0"
14'-7
_2 "
13'-6"
21'-0" 1 1
16 RISERS @ 7.27" 15 TREADS @ 10.5"
DN
PLAN 6

UPPER LEVEL
W.I.C.
4TH FLOOR PLAN
PLAN 6 UPPER LIVING: 536 SQ. FT.

P.BD
BTH.1
BD. 2
LNDY
4'-1_2 " 8'-2" 10'-5 _2 "
27'-6"
11'-5
_2 " 10'-9" 5'-3 _2 " 21'-0" 8'-2" 12'-10"
9'-3" 18'-3"
27'-6"
21'-0"
2'-4_2 " 1 1 1 1 1 Scale:

Date:

CITY VENTURES
Item 8.2
9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
TYP. UNIT SECTION
PLAN 1 & 2
C B A
50'-6" 4:12 4:12
3 8
:12
ENT. GAR.

DECK
PLAN 2 PLAN 2
PLAN 1 PLAN 1
PLAN 2 PLAN 2 DECK
PLAN 2 PLAN 1 ±4'-4" 3'-6" 3'-1"
11'-3" 28'-0" 11'-3" PV UNITS AC UNIT 3'-0" 8" MIN. 2'-8" RHEEM SELECT WA13 SERIES 48 OR 60 CONDENSOR OR EQUAL 10'-3" 10'-3" 10'-3" 9'-1" 48'-6" B A
24'-0" 4:12
3 8
:12
GAR. ±4'-0" 3'-6" 3'-1" 8'-7" 15'-5"
KIT. & LIV.

DECK BD. BD.

PV UNITS AC UNIT 3'-0" 8" MIN. 2'-71
2 " RHEEM SELECT WA13 SERIES 48 OR
60 CONDENSOR OR
EQUAL
TYP. UNIT SECTION
PLAN 5 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE 10'-3" 10'-3" 10'-3" 9'-1" 48'-6"
SCALE: SITELINE DRAWING & TYP. UNIT SECTION
A2.1
1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
A A
1 1
2 2
3 3
4 4
5 5
6 6
C C
B B
116' - 6 1/2"
5' - 7 1/2" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 55' - 0" 30' - 4" 2
3' - 2" 1' - 6" 60' - 4 1/2" 5' - 4 1/2" 13' - 2" 17' - 2" 23' - 2" 1' - 6" PLAN 1X PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 2 PLAN 1 (END) PLAN 4X (@ BLDG B ONLY) SEE SHT. A1.9 @ UNIT
PLAN 4X
PLAN 4X
(@ BLDG B ONLY)
SEE SHT. A1.9
@ UNIT
PLAN 4X
Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:39 PM A3.1.1
BLDG B (BLDG A SIM) - 1ST FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 1-1ST FLOOR - BLDG B
Item 8.2
REF.

P
DW
REF.

P
DW
6 2' - 10 1/2" 30' - 4" 2
3' - 2" 4' - 0" @ UNIT
PLAN 4X
@ UNIT
PLAN 4X
A A
1 1
2 2
3 3
4 4
5 5
6 6
C C
B B
5' - 7 1/2" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 3 1/2" PLAN 1X
PLAN 2
PLAN 1 PLAN 1
PLAN 4X
(@ BLDG B ONLY)
SEE SHT. A1.9
PLAN 2 PLAN 2
PLAN 2
PLAN 4X
(@ BLDG B ONLY)
SEE SHT. A1.9
PLAN 2
PLAN 1 PLAN 1
(END)
5' - 4 1/2" 3
0' - 4" 2
3' - 2" 4' - 0" 57' - 6" 116' - 10"
Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:40 PM A3.1.2
BLDG B (BLDG A SIM) - 2ND FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 2-2ND FLOOR - BLDG B
Item 8.2
REF.

P
DW
REF.

P
DW
PLAN 1X
PLAN 2 PLAN 2 PLAN 2
PLAN 1
PLAN 2 PLAN 2
(END)
PLAN 4X
(@ BLDG B ONLY)
SEE SHT. A1.9
PLAN 4X
(@ BLDG B ONLY)
SEE SHT. A1.9
PLAN 1 PLAN 1 PLAN 1
(END)
@ UNIT
PLAN 4X
@ UNIT
PLAN 4X
A A
1 1
2 2
3 3
4 4
5 5
6 6
C C
B B
6 2' - 10 1/2" 30' - 4" 2
3' - 2" 4' - 0" 5' - 7 1/2" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 3 1/2" 5' - 4 1/2" 3
0' - 4" 2
3' - 2" 4' - 0" 57' - 6" 116' - 10"
Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:41 PM A3.1.3
BLDG B (BLDG A SIM) - 3RD FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 3-3RD FLOOR - BLDG B
Item 8.2
PLAN 2
PLAN 2 PLAN 2
PLAN 4X
PLAN 4X
A A
1 1
2 2
3 3
4 4
5 5
6 6
C C
B B
24' - 10" 2
3' - 2" 4' - 0" 5' - 7 1/2" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 3 1/2" 2 4' - 10" 2
3' - 2" 4' - 0" 5' - 6" 52' - 0" 116' - 10" 5' - 6" 52' - 0" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:41 PM A3.1.4
BLDG B (BLDG A SIM) - 4TH FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 4-4TH FLOOR - BLDG B
Item 8.2

ROOF PLAN
BLDG. B (BLDG. A SIM)
4:12 4:12 4:124:12 4:12 4:12 4:12 4:12 4:12
4:12
4:12
4:12 4:12
4:12
4:12
4:12
4:12 4:12
4:12 4:12 4:12 4:12 4:12
4:12
4:12
4:12
4:12
4:12

AC DISPENSER
TYP. SOLAR PANELS TYP.

SCALE: BLDG B (BLDG A SIM) - ROOF PLAN
A3.1.5
3/16" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2

FRONT ELEVATION
BLDG. B (BLDG. A SIM MIRRORED)
1 2 3 4 5 6 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
3X-4 A 1-2 B 2-1 A 2-1 B 4-3 A 48'-6"
EL. 188.10 EL. 189.10 EL. 188.80
EL. 237.30 EL. 237.30 47'-6" 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE RIGHT ELEVATION
BLDG. B (BLDG. A SIM)
3 A
B B A
EL. 189.10 EL. 188.80

LEFT ELEVATION
BLDG. B (BLDG. A SIM)
A B 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE
B 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
525 3X A

REAR ELEVATION
BLDG. B (BLDG. A SIM)
6 5 4 3 2 1
4-3 A 2-1 A 1-2 A 1-2 B 3X-4 A 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
EL. 188.10
SCALE: BLDG B (BLDG A SIM) - ELEVATIONS
A3.1.6
1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
UP
REF. DW DW REF.

STUDIO 1B
(BLDG D & E)
(SIM @ BLDG E)
STUDIO 1B
(BLDG D ONLY)
A A
2 2
3 3
4 4
5 5
6 6
7 7
C C
B B
1 1
2' - 10" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" PLAN 1Y PLAN 2 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 4X PLAN 1 PLAN 5
(END)
130' - 0"
5 8' - 3 1/2" 3' - 3 1/2" 30' - 4" 2
3' - 2" 1' - 6" 132' - 0" 4' - 10" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 14' - 3 1/2" 2 2' - 0" 8' - 3 1/2"
22' - 0" 15' - 7
3/4" 14' - 8 1/4" 7' - 11 3/4" 15' - 2 1/4" 1' - 6" 55' - 0" 4' - 8" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:42 PM A3.2.1
BLDG D (BLDG C SIM) - 1ST FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 1-1ST FLOOR - BLDG D
Item 8.2
REF.

P
DW
REF.

P
DW
DN
REF.

DW
REF.

P
DW
6 0' - 9 1/2" STUDIO 1B
(BLDG D & E)
(SIM @ BLDG E)
STUDIO 1B
(BLDG D ONLY)
PLAN 1Y
PLAN 2
PLAN 1
PLAN 2
PLAN 1
PLAN 2
PLAN 1
PLAN 4X
PLAN 5
(END)
PLAN 1
PLAN 2
A A
2 2
3 3
4 4
5 5
6 6
7 7
C C
B B
1 1
2' - 10" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 5 1/2" 130' - 0"
130' - 0"
2' - 10" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 5 1/2" 58' - 3 1/2" 3' - 3 1/2" 30' - 4" 2
3' - 2" 4' - 0" 9 1/2" 12' - 1 1/4" 26' - 8" 14' - 8 3/4" 4' - 0" 18' - 2 3/4" 8' - 5 1/4" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:44 PM A3.2.2
BLDG D (BLDG C SIM) - 2ND FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 2-2ND FLOOR - BLDG D
Item 8.2
REF.

P
DW
REF.

P
DW
PLAN 1Y
PLAN 2
PLAN 1
PLAN 2
PLAN 1
PLAN 2
PLAN 1
PLAN 4X
PLAN 5
(END)
PLAN 1
PLAN 2
A A
2 2
3 3
4 4
5 5
6 6
7 7
C C
B B
1 1
5 7' - 6" 3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 5 1/2" 127' - 2"
3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 5 1/2" 58' - 3 1/2" 30' - 4" 2
3' - 2" 4' - 0" 9 1/2" 12' - 1 1/4" 26' - 8" 14' - 8 3/4" 4' - 0" 18' - 2 3/4" 8' - 5 1/4" 127' - 2" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:46 PM A3.2.3
BLDG D (BLDG C SIM) - 3RD FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 3-3RD FLOOR - BLDG D
Item 8.2
A A
2 2
3 3
4 4
5 5
6 6
7 7
C C
B B
1 1
5' - 6" 5
2' - 0" 3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 127' - 0"
3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 16' - 3" 58' - 3 1/2" 24' - 10" 2
3' - 2" 4' - 0" 9 1/2" 16' - 9 3/4" 21' - 6" 15' - 2 1/4" 4' - 0" 13' - 6 1/4" 7' - 11 3/4" 127' - 2" PLAN 2 PLAN 2 PLAN 2 PLAN 4X PLAN 5 (END) PLAN 2 Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:47 PM A3.2.4
BLDG D (BLDG C SIM) - 4TH FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 4-4TH FLOOR - BLDG D
Item 8.2

ROOF PLAN
BLDG. D (BLDG. C SIM)
4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12
4:12
4:12
4:12 4:12
4:12
4:12
4:12
4:12 4:12 4:12
4:12 4:12 4:12 4:12
4:12
4:12
4:12
4:12

AC DISPENSER
TYP. SOLAR PANELS TYP.

SCALE: BLDG D (BLDG C SIM) - ROOF PLAN
A3.2.5
3/16" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2

FRONT ELEVATION
BLDG. D (BLDG. C SIM MIRRORED)
1 2 3 4 5 6 7 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
3X-4 A 1-2 B 1-2 A 2-1 A 2-1 B 5
F F EL. 189.50 EL. 188.75 EL. 190.00 48'-9" EL. 238.00 EL. 238.00 F
F
F
F 48'-6" 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE RIGHT ELEVATION
BLDG. D (BLDG. C SIM)
B B A
3 A

LEFT ELEVATION
BLDG. D (BLDG. C SIM)
A B 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE
B 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
3X A
F F 525

REAR ELEVATION
BLDG. D (BLDG. C SIM)
7 6 5 4 3 2 1
5 2-1 B 2-1 A 1-2 A 1-2 B 3X-4 A 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
SCALE: BLDG D (BLDG C SIM) - ELEVATIONS
A3.2.6
1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
DW REF.

UP
STUDIO 1B
(BLDG E ONLY)
SEE SHEET A1.6
1 1
2 2
3 3
4 4
5 5
6 6
A A
C C
7 7
STUDIO 1C
(BLDGS E & F)
B B
OPPOSITE ENTRY DR.

AT BLDG E ONLY

OPPOSITE ENTRY
WIN. AT BLDG E ONLY
PLAN 3X PLAN 4 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 4X PLAN 1 PLAN 1 (END)
(@ BLDG F ONLY)
PLAN 4X
(@ BLDG F ONLY)
5' - 6 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 138' - 8 1/2"
PLAN 3
(@ BLDG E ONLY)
PLAN 4
(@ BLDG E ONLY)
5 9' - 8" @ PLAN 3/4
(BLDG E) ONLY 3' - 2" 31' - 10" 21' - 8" 3' - 0" 22' - 0" 58' - 8" 2' - 2" 31' - 10" 21' - 8" 3' - 0" 7' - 6 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 140' - 8 1/2"
15' - 7" 11' - 9"
22' - 0" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:48 PM A3.3.1
BLDG F (BLDG E SIM) - 1ST FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 1-1ST FLOOR - BLDG F
Item 8.2
REF.

P
DW
REF.

P
DW
DN
REF.

P
DW
REF.

P
DW
STUDIO 1B
(BLDG E ONLY)
SEE SHEET A1.6
61' - 4 1/2" 1
1 2
2 3
3 4
4 5
5 6
6 7
7 A A
C C
B B
STUDIO 1C
(BLDGS E & F)
SEE SHEET A1.6
133' - 2"
2' - 4 1/2" 31' - 10" 21' - 8" 5' - 6" 3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" PLAN 3X PLAN 4 PLAN 1 PLAN 2 PLAN 1 PLAN 2 PLAN 2 PLAN 1 PLAN 1 PLAN 4X PLAN 1 (END) (@ BLDG F ONLY) PLAN 4X (@ BLDG F ONLY) PLAN 3 (@ BLDG E ONLY) PLAN 4 (@ BLDG E ONLY) 139' - 0"
5' - 10" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 8 1/2" 31' - 1 1/2" 21' - 8" 5' - 6" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:50 PM A3.3.2
BLDG F (BLDG E SIM) - 2ND FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 2-2ND FLOOR - BLDG F
Item 8.2
REF.

P
DW
REF.

P
DW
1 1
2 2
3 3
4 4
5 5
6 6
A A
C C
7 7
B B
133' - 2"
5 9' - 0" PLAN 3X
PLAN 4
PLAN 1
PLAN 2
PLAN 1
PLAN 2 PLAN 2
PLAN 1 PLAN 1
PLAN 4X
PLAN 1
(END)
(@ BLDG F ONLY)
PLAN 4X
(@ BLDG F ONLY)
PLAN 3
(@ BLDG E ONLY)
PLAN 4
(@ BLDG E ONLY)
31' - 10" 21' - 8" 5' - 6" 3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 3 1/2" 138' - 8 1/2"
5' - 6 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 31' - 10" 21' - 8" 5' - 6" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:52 PM A3.3.3
BLDG F (BLDG E SIM) - 3RD FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 3-3RD FLOOR - BLDG F
Item 8.2
1 1
2 2
3 3
4 4
5 5
6 6
A A
C C
7 7
B B
133' - 2"
3 1/2" 22' - 3" 22' - 2" 22' - 2" 22' - 2" 22' - 2" 22' - 3" 3 1/2" 8' - 6" 5
0' - 6" 23' - 4" 21' - 8" 5' - 6" PLAN 4 PLAN 2 PLAN 2 PLAN 2 PLAN 4X PLAN 4X (@ BLDG F ONLY) PLAN 4 (@ BLDG E ONLY) 133' - 2"
5' - 6" 5
3' - 6" 26' - 4" 21' - 8" 5' - 6" Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:53 PM A3.3.4
BLDG F (BLDG E SIM) - 4TH FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 4-4TH FLOOR - BLDG F
Item 8.2

ROOF PLAN
BLDG. F (BLDG. E SIM)
4:12 4:12 4:124:12 4:12 4:12 4:12 4:12 4:12
4:12
4:12
4:12 4:12
4:12
4:12
4:12
4:12 4:12
4:12 4:12 4:12 4:12 4:12
4:12
4:12
4:12
4:12
4:12
4:12

AC DISPENSER
TYP. SOLAR PANELS TYP.

SCALE: BLDG F (BLDG E SIM) - ROOF PLAN
A3.3.5
3/16" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2

FRONT ELEVATION
BLDG. F (BLDG. E SIM)
1 2 3 4 5 6 7 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
3X-4 A 1-2 B 1-2 A 2-1 A 2-1 B 4-3 A
15'-1" 48'-6" EL. 189.50 EL. 189.00 EL. 190.00 49'-6" EL. 238.00 EL. 238.00 9'-1" 9'-1" 9'-1" 1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE RIGHT ELEVATION
BLDG. F (BLDG. E SIM)
B B A THERMA TRU SMOOTH STAR S8200 - 3080
3 A

LEFT ELEVATION
BLDG. F (BLDG. E SIM)
A B 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE
B 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
525 3X A 3'-0"

REAR ELEVATION
BLDG. F (BLDG. E SIM)
7 6 5 4 3 2 1
4-3 A 2-1 B 2-1 A 1-2 A 1-2 B 3X-4 A 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
SCALE: BLDG F (BLDG E SIM) - ELEVATIONS
A3.3.6
1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
UP
1 1
2 2
3 3
4 4
5 5
6 6
A A
7 7
8 8
9 9
B B
PLAN 6
(PLAN 7 - 2ND FLR)
PLAN 5
16' - 3" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 21' - 1" 134' - 4"
3' - 1" 2
2' - 8" 25' - 9PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 " (END) Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:53 PM A3.4.1
BLDG G (BLDG H SIM) - 1ST FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 1-1ST FLOOR - BLDG G
Item 8.2
DN
DW
REF.

DW
REF.

DW
REF.
1 1
2 2
3 3
4 4
5 5
6 6
A A
B B
7 7
8 8
9 9
134' - 4"
27' - 6" 25' - 9" 9" 25' - 9" 1' - 0" 16' - 3" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 21' - 1" PLAN 7 STUDIO (PLAN 6 - 1ST, 3RD, 4TH FLRS) PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 (END) Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:54 PM A3.4.2
BLDG G (BLDG H SIM) - 2ND FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 2-2ND FLOOR - BLDG G
Item 8.2
UP
DW
REF.
1 1
2 2
3 3
4 4
5 5
6 6
A A
7 7
8 8
9 9
B B
134' - 4"
9" 2
5' - 9" 1' - 0" 27' - 6" 16' - 3" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 21' - 1" PLAN 6
(PLAN 7 - 2ND FLR)
PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5
(END)
Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:54 PM A3.4.3
BLDG G (BLDG H SIM) - 3RD FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 3-3RD FLOOR - BLDG G
Item 8.2
DN
1 1
2 2
3 3
4 4
5 5
6 6
A A
7 7
8 8
9 9
B B
9" 2
5' - 9" 1' - 0" 134' - 4" 27' - 6" 16' - 3" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 16' - 2" 21' - 1" PLAN 6
(PLAN 7 - 2ND FLR)
PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5 PLAN 5
(END)
Scale:

Date:

HAMILTON AVENUE
444 Spear Street Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t.415.512.1300
f.415.288.0288
3/16" = 1'-0"
C:\Users\gmartinez\Desktop\317083_Campbell\317083_Campbell A-SD.rvt 4/29/2025 4:00:55 PM A3.4.4
BLDG G (BLDG H SIM) - 4TH FLOOR PLAN
06/20/2025
317083

CITY VENTURES
1 SCALE: 3/16" = 1'-0" 4-4TH FLOOR - BLDG G
Item 8.2

ROOF PLAN
BLDG. G (BLDG. H SIM)
4:12 4:12 4:12
4:12 4:12
4:12 4:12
4:12 4:12 4:12 4:12 4:12
4:12

AC DISPENSER
TYP. SOLAR PANELS TYP.

SCALE: BLDG G (BLDG H SIM) - ROOF PLAN
A3.4.5
3/16" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2

FRONT ELEVATION
BLDG. G (BLDG. H SIM)
1 2 3 4 5 6 7 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
5A END 5B INT 5B INT 5A INT 5A.1 INT 5B INT 5B INT 5A END 8 9 47'-6" EL. 187.75 EL. 188.50 EL. 188.50 47'-0" EL. 235.25 EL. 235.25 9'-1" 9'-1" 9'-1" 1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE RIGHT ELEVATION
BLDG. G (BLDG. H SIM)

LEFT ELEVATION
BLDG. G (BLDG. H SIM)
A B 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE

REAR ELEVATION
BLDG. G (BLDG. H SIM)
7 6 5 4 3 2 1 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
4TH FLR. PLATE
9 8
SCALE: BLDG G (BLDG H SIM) - ELEVATIONS
A3.4.6
1/8" = 1'-0" C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00
Item 8.2
308'-0"
1'-0"
18'-0"
26'-0" 18'-4"
6'-0"
26'-0" 43'-10" 26'-0" 6'-0" 26'-0" 48'-10" 52'-0" 10'-0" 307'-101
2 " 19'-0" 59'-6" 5'-0" 68'-0" 5'-0" 68'-0" 5'-0" 68'-0" 10'-4" 45'-0" 14'-4" 10'-0" 9'-512
" 18'-0" 1'-0" 17'-0" 10'-0" 8'-6"1'-0"8'-6" 8'-6" 9'-0" 8'-0"1'-0" 9'-0" 10'-0" 17'-0" 1'-0" 34'-0" 1'-0" 34'-0" 1'-0"8'-6" 3'-0" 7'-0" 10'-3" 142'-9" 51'-0" 10'-0" 40'-0" 21'-0" 51'-0" 10'-0" 30'-0" 6'-0" 2'-0" 19'-10" 24'-6" 18'-0" 4'-71 2 " 142'-9" 5'-0" 6'-9" 69'-0" 18'-4" 26'-0" 18'-0" 4'-8" 2'-10" 18'-0" 4'-8" 25'-6" 6'-9" 32'-0" 5'-0" 26'-0" 6'-0" 18'-4" 43'-10" 5'-0"
BIKE
TRASH MAINT. COMMUNITY ROOM

CHILDRENS

STUDY / COMMONS NORTH
COURT
SOUTH
COURT

PROPOSED GROUND LEVEL
DESIGN SITE 7 10,373 SQ. FT. 67'-0"
12'-21
2 " 1'-0"
7 8 8 8
6 6 4
2 4 3 4 4 4 2

TOTAL PARKING
65 SPACES T.B. MAIL PACKAGE
OFFICE ADMIN. OFFICE

STORAGE

KITCHEN
HALL
JAN. CLO MECH. BA. 1 BA. 2

PRIVACY WALL PRIVACY WALL
30 29 28 27 26 25 23 22 21 20 19 18 17 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 32 33 34 35 36 38 39 40 41 42 44 45 NO 47 48 49 51 52

PARKING NO PARKING
53 54 56 57 NO PARKING58 59 60 61 62 63 64 65 NO PARKING C
R
L
LANDFILL: 3YD BIN
RECYCLE: 3 YD BIN ORGANICS: 1.5 YD BIN

CHUTES ABOVE O R L

ORGANICS

1.5 YD. BIN

RECYCLING
3 YD. BIN
LANDFILL 3 YD. BIN 1.5 YD. BIN ORGANICS RECYCLING 3 YD. BIN 3 YD. BIN LANDFILL 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-10" 2'-51
2 " 3'-51
2 " 3'-51
2 " 6'-9" FD
24 16 31 37 43
46 50 55
3 BED. C
1 BED. A
3 BED. A 3 BED. A
A4.4.6
-
A4.4.6
-
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I GROUND LEVEL
A4.4.1
1/8" = 1'-0"
Item 8.2
23'-81
2 38'-11 39'-1" " 12 38'-11 " 12 38'-11 " 12 47'-4" 20'-0" 9'-11" 39'-1" " 10'-0" 5'-3" 88'-10" 1'-0" 47'-4" 52'-0" 43'-10" 58'-0" 48'-10" 52'-0" 10'-0"
1'-8"
20'-0" 6'-0" 26'-0" 26'-0" 6'-0" 26'-0" 5'-3" 145'-91
2 "
312'-0" 141'-3" 10'-0" 61'-0" 2'-0" 25'-10" 1'-0" 45'-111 2 "
LDY
43'-10" 5'-0"
2'-2" 2'-2"
PROPOSED LEVELS 2-5
DESIGN SITE 7 18,579 SQ. FT.
6'-0" 46'-2"
DRYER DRYER WASHER WASHER DRYER WASHER WASHER T.B. T.B. T.B. T.B.

T.B. T.B. T.B. T.B. T.B. JAN. IDF
1 BED. B
1 BED. B
3 BED. C
1 BED. A 1 BED. A

STUDIO B STUDIO B

STUDIO A

STUDIO A STUDIO A

STUDIO A
3 BED. B 3 BED. D
3 BED. A 3 BED. A
2 BED. 2 BED. 2 BED. 2 BED. 2 BED.

A4.4.6
-
A4.4.6
-

ROOF BELOW
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I 2ND - 5TH LEVEL
A4.4.2
1/8" = 1'-0"
Item 8.2
LDY
JAN. IDF

PROPOSED ROOF PLAN
DESIGN SITE 7 4:12
4:12
4:12
(84) RESIDENTIAL CONDENSERS
(4) HOUSE CONDENSER
4:12
4:12 4:12
24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24" 24" X 24" 24" X 24" 24" X 24" 24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24" 24" X 24" 24" X 24" 24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24"
24" X 24" 24" X 24"
24" X 24" 4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12 4:12
4:12 4:12 4:12 4:12

FLAT ROOF
42" MIN. PARAPET

SOLAR READY FOR PANELS ALL FLAT ROOF SLOPES TO BE
3/8"/FT. MIN.

PLATFORM WITH 2X4 WALL AT EACH

CONDENSOR BANK

SOLAR READY FOR PANELS SOLAR READY FOR PANELS SOLAR READY FOR PANELS SOLAR READY FOR PANELS

GARBAGE CHUTE VENTING

CURB AND CAP
42" MIN. ROOF AND
PARAPET TYP.
4:12
4:12

TYPICAL FLAT ROOF
VENT

STAIR TO ROOF

ELEVATOR OVERRUN NORTH
COURT
SOUTH
COURT
A4.4.6
-
A4.4.6
-
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I ROOF PLAN
A4.4.3
1/8" = 1'-0"
Item 8.2

FRONT ELEVATION
BLDG. I 10'-0"
1ST FLR. S.O.G.
3RD FLR. SUBFLR.
4TH FLR. SUBFLR.
5TH FLR. SUBFLR.
5TH FLR. PLATE
2ND FLR. SUBFLR.10'-0" 10'-0" 10'-0" 10'-0"
ROOF PLATE 3'-0"
F F
F F
F F
F
F F
F
F
F F
F
F F F
F
F
F F
F
F
T T
F
F
F
F
F 6'-0" 6'-0"
EL. 189.50
EL. 238.00 59'-6" EL. 189.00
EL. 248.50±51'-0"

REAR ELEVATION
BLDG. I 10'-0"
1ST FLR. S.O.G.
3RD FLR. SUBFLR.
4TH FLR. SUBFLR.
5TH FLR. SUBFLR.
5TH FLR. PLATE
2ND FLR. SUBFLR.10'-0" 10'-0" 10'-0" 10'-0"
ROOF PLATE 3'-0" ±65'-0" BUILDING HEIGHT F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F

F F F F
F
F
F
F ±51'-0"
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I FRONT- REAR ELEVATION
A4.4.4
NTS
Item 8.2

RIGHT ELEVATION
BLDG. I 10'-0"
1ST FLR. S.O.G.
3RD FLR. SUBFLR.
4TH FLR. SUBFLR.
5TH FLR. SUBFLR.
5TH FLR. PLATE
2ND FLR. SUBFLR.10'-0" 10'-0" 10'-0" 10'-0"
ROOF PLATE 3'-0"
F
F
F
F
F
F
F F
F
F F 48'-6" EL. 189.50 EL. 190.00 ±51'-0"

LEFT ELEVATION
BLDG. I 10'-0"
1ST FLR. S.O.G.
3RD FLR. SUBFLR.
4TH FLR. SUBFLR.
5TH FLR. SUBFLR.
5TH FLR. PLATE
2ND FLR. SUBFLR.10'-0" 10'-0" 10'-0" 10'-0"
ROOF PLATE 3'-0" ±65'-0" BUILDING HEIGHT
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F ±51'-0"
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I LEFT & RIGHT ELEVATIONS
A4.4.5
NTS
Item 8.2

PV UNITS AC UNITS

CORRIDOR

CORRIDOR
3-BD UNIT
MAINT. BREEZEWAY
3-BD UNIT
3-BD UNIT
3-BD UNIT
3-BD UNIT
3-BD UNIT
3-BD UNIT
3-BD UNIT
2-BD UNIT
2-BD UNIT
2-BD UNIT
2-BD UNIT 3'-6"
3-BD UNIT
3 8
:12 MIN. 9'-1" 9'-1" 9'-1"
1ST FLR. S.O.G.
1ST FLR. PLATE
2ND FLR. SUBFLR.
2ND FLR. PLATE
3RD FLR. SUBFLR.
3RD FLR. PLATE 9'-1"
4TH FLR. SUBFLR.
5TH FLR. SUBFLR
4TH FLR. PLATE 9'-1"
RHEEM SELECT WA13 SERIES 48 OR 60 CONDENSOR OR EQUAL PER STRUCT. 42" MIN. 3'-0" 8" MIN.

DRIVE AISLE PKG. MAIN STREET
5TH FLR. PLATE 60'-2"
C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300
f. 415-288-0288 DATE: PROJECT: CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I BUILDING SECTION
A4.4.6
1/4" = 1'-0"
Item 8.2
T.B. T.B. T.B.

STUDIO A
411 SQ. FT. STUDIO B528 SQ. FT. 1 BED. A597 SQ. FT. 1 BED. B609 SQ. FT. 2 BED. 810 SQ. FT.
3 BED. A
1119 SQ. FT. 3 BED. B1197 SQ. FT. 3 BED. C1154 SQ. FT. 3 BED. D 1405 SQ. FT.
26'-0" 15'-9
34 "
23'-8" 14'-31
2 " 25'-8" 8'-9" 16'-11" 26'-0"
22'-111
2 " 30'-5
1 2
"
20'-0" 38'-101
2 " 20'-10" 45'-8"
23'-91
2 17'-1 " 1
2 " 19'-11" 19'-9" 6'-0"
26'-0" 44'-4
1 2
"
46'-1" 25'-11
34 "
25'-111
2 " 43'-1
1 4
"
LIVING
BATH

SLEEPING
LIVING

KITCHEN
BATH
BATH
BATH
BATH
BATH
BATH
BATH

KITCHEN

KITCHEN
LIVING
LIVING
LIVING
LIVING
LIVING
LIVING
LIVING
BD1
BD1 BD1
BD1 BD1 BD1
BD1
BD2
BD2 BD2 BD2
BD2
BD3
BD3
BD3 BD3
DIN.

DIN. DIN. DIN. DIN. DIN.

DIN.

DIN. DIN.

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.25.2025
317083.00 SCALE: BLDG I UNIT PLANS
A4.4.7
1/8" = 1'-0"
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-1

06.20.2025

CONCEPTUAL IMAGERY
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-2

06.20.2025
BDLG: B BDLG: A
BDLG: D BDLG: C BDLG: F BDLG: E
BDLG: G BDLG: H
LOT 2:

F O R A F F O R D A B L E

HOUSING PURPOSES
3 10 8 8 8 3 9
9 12 12 6
4 10
4 7
8 5
6 CONCEPTUAL SITE PLAN
0 10’ 20’ 40’
Scale: 1”= 20’-0”

GALE DRIVE

WEST HAMILTON AVE
LEGEND
Private Patios
Open Courtyard with Seating
Seatwalls at Raised Stormwater
Planters
1 2
3 4
5 6
10 7
11 8
12 9
1 11 11
2 6
6 6
6 Community Playground -
See Enlargement Sheet
Open Lawn Area -
See Enlargement Sheet
Community Mailboxes
Street Trees at Gale Drive
Existing Parkway and Sidewalk at
W Hamilton Ave
Stormwater Treatment
Bike Racks
Transformer
Parking Stalls
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-3

06.20.2025
BDLG: G BDLG: H
BDLG: B BDLG: A
BDLG: D BDLG: C BDLG: F BDLG: E
LOT 2:

F O R A F F O R D A B L E

HOUSING PURPOSES
LEGEND
Net Developable Area (Excluding Streets) -
114,135 SF
Large Area Open Space (Playground [T5N]) -
7,307 SF or 6.4% of Net Developable Area
64’
93’

OPEN SPACE EXHIBIT
0 10’ 20’ 40’
Scale: 1”= 20’-0”

GALE DRIVE

WEST HAMILTON AVE
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-4

06.20.2025
BDLG: D BDLG: C BDLG: B BDLG: E

C O M M U N I T Y P L A Y G R O U N D O P E N L A W N A R E A 4’
5’
5’

CONCEPTUAL ENLARGEMENT PLAN
0 5’ 10’ 20’
Scale: 1”= 10’-0”
0 5’ 10’ 20’
Scale: 1”= 10’-0”
LEGEND
Seating and Accent Trees at Playground Entry
Enhanced Paving at Amenity Areas
Artificial Turf Play Area
Play Area
Seating Area
Park Bench and D.G. Paving
Natural Turf Lawn (725 SF)
Transformer
Accent Tree
Stormwater Treatment
Unit Entry Stoop
Perimeter Fence and Screen Planting
NOTE:

Large Site Open Space Type: Playground (T5N)
Total Square Footage of Play Area ( ): 2265 SF
Refer to next sheet for furniture and site amenity plan. 1 2
3 4
5 10
6 11
7 12
8 9
12 12
1 2 2
3 4
5 5
6 7
6 9
9 9
9 10
10 11
11 11
8 8
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-5

06.20.2025
BDLG: D BDLG: C BDLG: F BDLG: E
1 7
2 3
3 2
4 4
6 6
5 L E A F C L I M B E R
PLAYGROUND EQUIPMENT (2-5 YO)

MANUFACTURER - EARTHSCAPE
*or approved equal

P E B B L E S E A T

LOOSE SEATING AT PLAYGROUND

MANUFACTURER - QCP

V A N G L O U N G E C H A I R

LOUNGE SEATING AT PLAYGROUND

MANUFACTURER - LOLL DESIGNS

H A R P O B E N C H

BENCH SEATING AT OPEN LAWN AREA

MANUFACTURER - LANDSCAPE FORMS

C L U S T E R M A I L B O X U N I T

COMMUNITY MAILBOXES

MANUFACTURER - SALSBURY INDUSTRIES
S T E P C L U S T E R S 1

PLAY ACCESSORY

MANUFACTURER - EARTHSCAPES

E M E R S O N B I K E R A C K

BIKE RACK

MANUFACTURER - LANDSCAPE FORMS
NOTE:

Color and Finish of Amenities and Site Furniture
to be selected by Colorist during the Construction Document Phase of Design. *or approved equal *or approved equal *or approved equal *or approved equal *or approved equal

CONCEPTUAL FURNITURE AND SITE AMENITY PLAN
0 10’ 20’ 40’
Scale: 1”= 20’-0”

GALE DRIVE
MATION ASTM F1487

LEAF CLIMBER
Intended user age: 2-5
gh or crouch down low under the shade of the Leaf Climber. The two angled leaves offer climbing, aping surfaces. Accessed from a cluster of Log Steppers, the Leaf Climber gives children the chance to act with playmates who aren’t comfortable climbing.
10’
ght: 5’-11”
rfacing: 475 ft²
ted play surface
are according to
er is included
ccount for
erial variations.
acing is required
of equipment.
ns about
se contact
1 2 3 4 6
7 5
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-6

06.20.2025
BDLG: B BDLG: A
BDLG: D BDLG: C BDLG: F BDLG: E

GALE DRIVE

WEST HAMILTON AVE
BDLG: G
BDLG: H
LOT 2:

F O R A F F O R D A B L E

HOUSING PURPOSES
1 3 1 2
3 CONCEPTUAL WALL AND FENCE PLAN
0 15’ 30’ 60’
Scale: 1”= 30’-0”
LEGEND
Perimeter Fence - 6’ ht.

Painted Wood w/ Mesh Screen
Patio Fence/Gate - 3’-6” ht.

Painted Douglas Fir
Seat Wall - 1’-6” ht.

Poured-in-Place Boardform Concrete

TRANSFORMER SCREENING
Ground-mounted Transformer
Clear work area
Screening Shrubs (5 gal. minimum)
NOTE:
*Shrubs to be maintained at a height of greater than
or equal to the adjacent transformer and installed
along all edges that front streets and common area.
*Per T5N Screening requirments, landscape screening
along Front/Side Streets not to excede 3 feet in height. 1 2
3 PLAN VIEW ELEVATION
LEGEND
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-7

06.20.2025
W W
W W
W W
W W
Oe
Oe
Oe
Oe Oe
Oe
Oe
Oe
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Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe
Oe
Oe
Oe
W
Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe Oe Oe Oe Oe Oe Oe Oe
W
W
W
W
W

W W W W W W W
W W
W
W
W
W
Oe Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe Oe Oe Oe
Oe Oe Oe Oe Oe
OE
W
BDLG: F BDLG: E BDLG: D BDLG: C BDLG: B BDLG: A
BDLG: G BDLG: H
LOT 2:

F O R A F F O R D A B L E

HOUSING PURPOSES
NOTE:
*At least 3 inches of recycled content mulch to be used in all planting areas.
*Soil amendments, types, and quantities are to be specified as part of the Construction document phase of development. 0 14’ 30’ 60’
Scale: 1”= 30’-0”

WEST HAMILTON AVE

CONCEPTUAL PLANTING PLAN GALE DRIVE
LEGEND
Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-8

W W W W W W W
W W
W
W
W
W
Oe Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe Oe Oe Oe
Oe Oe Oe Oe Oe
OE
W
LEGEND
NOTE:

This Palette is conceptual and subject to change during the construction document phase of development.

CONCEPTUAL PLANT IMAGERY
1 6 11 16 21 26 31
2 7 12 17 22 27 32
3 8 13 18 23 28 33
4 9 14 19 24 29 34
5 10 15 20 25 30 35
36 Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-9

06.20.2025
BDLG: B BDLG: A
BDLG: D BDLG: C BDLG: F BDLG: E
W W
W W
W W
W W
Oe
Oe
Oe
Oe Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
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Oe
Oe
Oe
Oe
Oe
Oe Oe
Oe
Oe
Oe Oe Oe
Oe Oe Oe
Oe Oe
Oe Oe
Oe Oe Oe Oe Oe Oe Oe Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe
Oe Oe Oe Oe Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
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Oe
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Oe
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Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe Oe Oe
Oe Oe Oe Oe Oe
Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe
Oe
Oe
Oe
W
Oe
Oe
Oe
Oe
Oe
Oe
Oe Oe Oe Oe Oe Oe Oe Oe Oe
W
W
W
W
W

W W W W W W W
W W
W
W
W
W
Oe Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe
Oe Oe
Oe Oe
Oe
Oe
Oe Oe Oe Oe Oe
Oe Oe Oe Oe Oe

BACKFLOW ASSEMBLY QUICK COUPLER ASSEMBLY PVC LAYOUT - TREE SYSTEM DRIPLINE POLY LAYOUT DRIPLINE INSTALLATION RCV ASSEMBLY FOR DRIPLINE

A R T I F I C I A L
TURF
N.A.P.

LOT 2:

F O R A F F O R D A B L E
HOUSING PURPOSES BDLG: G BDLG: H
NOTE:

Full irrigation design, layout, and specification is to be developed during the construction document phase following confirmation that the site plan is finalized and future shifts to layouts are minimal.

CONCEPTUAL IRRIGATION PLAN
0 15’ 30’ 60’
Scale: 1”= 30’-0”

GALE DRIVE

WEST HAMILTON AVE
LEGEND
Low Water Use Hydrozone - 17,706 SF
Moderate Water Use Hydrozone - 8,004 SF
High Water Use Hydrozone (Turf) - 840 SF
Instructions Step 1
Enter Project Site Address and Project File Number
For Regular Hydrozone Areas
Step 2
Enter Hydrozone Labels as they appear on Project Plans (1) 2 3 4 5 6 Step 3
Hydrozone
Label Plant Factor Water Use Irrigation Method IE Project Type ETAF Area in sq. ft. ETWU Enter the Plant Factor - Use the in-cell drop-down menu to select the average Plant Factor for the entire hydrozone. Plant Factors can be found on the WUCOLS database corresponding with Region 1. Low Low 0.2 Drip 0.81 Residential 0.55 17706 116282.52 Step 4 Moderate Moderate 0.5 Drip 0.81 Residential 0.55 8004 131413.82 Select the Irrigation Method from the in-cell drop-down menu High (Turf) High 0.8 Spray 0.75 Residential 0.55 840 23831.81 Step 5
Select the Project Type in-cell drop-down menu
Step 6
Enter the total square foot for each individual hydrozone For Special Landscape Areas 26550 271528.15 gal/year
Special Landscape Areas are defined as an area:
•        Dedicated solely to Edible Plants 7 8 9
•        Irrigated with non-potable Water
Hydrozone
Label Plant Factor Water Use Irrigation Method IE Project Type Area in sq. ft. ETWU •        Dedicated to Recreation (parks, sports fields, golf courses etc) 1.0 0 0 •        Containing water features (fountains, ponds, pools, etc) 1.0 0 0 Step 7 1.0 0 0
Enter Hydrozone Labels as they appear on Project Plans 1.0 0 0 Step 8 1.0 0 0
Select the Project Type in-cell drop-down menu 0 0 gal/year Step 9 271528.15 gal/year
Enter the total square foot for each individual hydrozone TOTAL 388397.30 gal/year
Compliant
Water Efficiency Landscape Worksheet
Summary: The ETWU and MAWA should now appear on the sheet. If the ETWU is less than the MAWA, the project is in compliance with MWELO. If the ETWU is greater than the MAWA, then the project does not comply with MWELO, and will not be approved until compliance is reached.

Estimated Total Water Use
Maximum Water Allowance
Special Landscape Area
Regular Hydrozone Area
Compliance
TOTAL
1 Project Site Address:

TOTAL
ETWU
MAWA
TOTAL
700 West Hamiltion Ave Project File Number: NA
Community Development Department Water Efficient Landscape Worksheet Planning Division – 70 N. First St., Campbell, CA 95008 – Phone 408-866-2140 Item 8.2

C H U N T H A L E J O N E S A R C H I T E C T S
Architecture Planning Interiors
444 Spear Street, Suite 105
San Francisco, CA 94105
www.hunthalejones.com
t. 415-512-1300
f. 415-288-0288
DATE:

PROJECT:

CITY VENTURES

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

09.23.2024
317083.00
L-10

06.20.2025
1 inch = 20 ft.
20 1/2
SheetProject Number:Plan File: -
2400098
Prepared Under the Direction of:

CITY VENTURES

TOPOGRAPHIC AND BOUNDARY MAP
700 WEST HAMILTON AVENUE
09/12/24 SUBMITTED TO CLIENT JT JLW -
City County State California Santa Clara Campbell
Rev Date Description Designed Drawn Checked
Scale:

Date:
1" = 20'09/05/24
1:1 1 PM jonathan P:\Shared\Projects\2024\2400098 Campbell W Hamilton Ave\DWG-Survey\Sheets\TOPOGRAPHIC AND BOUNDARY MAP.dwg 09/12/2024 - 12:0 504 Redwood Blvd, Suite 310 Novato, CA 94947 1 inch = 20 ft.
20 2/2
SheetProject Number:Plan File: -
2400098
Prepared Under the Direction of:

CITY VENTURES

TOPOGRAPHIC AND BOUNDARY MAP
700 WEST HAMILTON AVENUE
09/12/24 SUBMITTED TO CLIENT JT JLW -
City County State California Santa Clara Campbell
Rev Date Description Designed Drawn Checked
Scale:

B. FIRESTONE

ISA-CERTIFIED ARBORIST
#WE-8525A
BASE MAP: SURVEY
by CSW/STUBER-STROEH
ENGINEERING GROUP, INC.
(09/05/24)
pg. 96

TREE INVENTORY
700 W HAMILTON AVE., CAM
NOTE: TREES WERE PLACED BY PROJECT ARBORIST
AND LOCATIONS ARE APPROXIMATE.
23 22
24 30
7364
7362
7363
31 21
29 26
17 28 32
27 19
18 33 34 35 36 37 38 39 40
47 43
48 46
45 44 42
41 49
54 51
59 56
55 57
53 52 50
58 61
62 69 67 66 65 64
63 60
75 73 70 78 76 77 74 72 71 79 80
85 81
82 87
88 84
86 89
97 93
91 99
252
259
255
257 258
256
269
268
266 267 265
273
271
274
MAP LEGEND:

TREE
TREE ON NEIGHBORS’ PROPERTY / CITY

STREET TREE
n
n
1 inch = 20 ft.
20 1/2
Sheet
Plan File:

Project Number:
-
2400098
Prepared Under the Direction of:

CITY VENTURES

TOPOGRAPHIC AND BOUNDARY MAP
700 WEST HAMILTON AVENUE
- 09/12/24 SUBMITTED TO CLIENT JT JLW
State County City
California
Santa Clara
Campbell
Rev Date Description Designed Drawn Checked
Scale:

Date:
1" = 20'
09/05/24
P:\Shared\Projects\2024\2400098 Campbell W Hamilton Ave\DWG-Survey\Sheets\TOPOGRAPHIC AND BOUNDARY MAP.dwg 09/12/2024 - 12:01 PM jonathan 1:1 504 Redwood Blvd, Suite 310
Novato, CA 94947
25 109
107
105
104
103
111
68 20
260
95 92
94 90 272
101 102
83 262
254
251 100
108
270
96 110
264 263
261
98 253
City Ventures 12/23/2024
Tag
Number Common Name Botanical Name DSH
(inches)
math.

DBH
(inches)
Height
(feet)
Spread
(feet) Condition Age TREE
STATUS
17 Deodar Cedar Cedrus deodara 26 26 70 40 FAIR MATURE PROTECTED 18 Deodar Cedar Cedrus deodara 25 25 70 40 FAIR MATURE PROTECTED 19 Deodar Cedar Cedrus deodara 27 27 70 40 FAIR MATURE PROTECTED 20 Coast Live Oak Quercus agrifolia 18.5 18.5 35 25 FAIR MATURE PROTECTED 21 Jacaranda Jacaranda mimosifolia 16 15 30 30 FAIR MATURE PROTECTED 22 Olive Olea europaea (2) 12, (2) 10 22 35 35 GOOD MATURE PROTECTED 23 Olive Olea europaea (2) 9, 7, 5 15 30 35 FAIR MATURE PROTECTED 24 Olive Olea europaea 12, 8, 7, (2) 6 18 30 25 FAIR MATURE PROTECTED 25 Coast Live Oak Quercus agrifolia 27 24 45 40 FAIR MATURE PROTECTED 26 Unknown Unknown (4) 5 10 20 15 DEAD DEAD n/a
27 Glossy Privet Ligustrum lucidum (5) 2, 4 6 20 15 POOR MATURE n/a 28 Flaxleaf Paperbark Melaleuca linariifolia 8.5 8.5 25 15 FAIR MATURE n/a 29 Coast Live Oak Quercus agrifolia 19.5 19.5 30 35 FAIR MATURE PROTECTED 30 Coast Live Oak Quercus agrifolia est. 29 28 35 35 GOOD MATURE PROTECTED 31 Coast Live Oak Quercus agrifolia 21 21 35 35 FAIR MATURE PROTECTED 32 Flaxleaf Paperbark Melaleuca linariifolia 8.5 8.5 35 15 FAIR MATURE n/a 33 Flaxleaf Paperbark Melaleuca linariifolia 8.5 8.5 20 15 FAIR MATURE n/a 34 Flaxleaf Paperbark Melaleuca linariifolia 10.5 10.5 30 15 FAIR MATURE n/a 35 Flaxleaf Paperbark Melaleuca linariifolia 10 10 25 30 FAIR MATURE n/a 36 Flaxleaf Paperbark Melaleuca linariifolia 10 10 25 15 POOR MATURE n/a 37 Flaxleaf Paperbark Melaleuca linariifolia 8 8 25 15 POOR MATURE n/a 38 Flaxleaf Paperbark Melaleuca linariifolia 7 7 25 10 DEAD DEAD n/a 39 Flaxleaf Paperbark Melaleuca linariifolia 7 7 25 5 DEAD DEAD n/a 40 Flaxleaf Paperbark Melaleuca linariifolia 14 14 30 20 FAIR MATURE PROTECTED 41 Mimosa Albizia julibrissin 20 20 30 40 FAIR MATURE PROTECTED 42 Evergreen Pear Pyrus kawakamii 11 11 25 30 FAIR MATURE n/a 43 Jacaranda Jacaranda mimosifolia 13.5 13.5 30 25 FAIR MATURE PROTECTED 44 Evergreen Pear Pyrus kawakamii 13 13 25 30 FAIR MATURE PROTECTED 45 Jacaranda Jacaranda mimosifolia 12 12 25 30 FAIR MATURE PROTECTED 46 Evergreen Pear Pyrus kawakamii 7 7 20 20 FAIR MATURE n/a 47 Mimosa Albizia julibrissin 15 15 25 30 FAIR MATURE PROTECTED 48 Evergreen Pear Pyrus kawakamii 12.5 12.5 25 30 FAIR MATURE PROTECTED 49 Jacaranda Jacaranda mimosifolia 11 11 30 35 FAIR MATURE n/a 50 Coast Live Oak Quercus agrifolia 19 19 40 25 GOOD MATURE PROTECTED 51 Coast Live Oak Quercus agrifolia 19 19 35 30 GOOD MATURE PROTECTED 52 Evergreen Pear Pyrus kawakamii 11 11 25 25 FAIR MATURE n/a 53 Evergreen Pear Pyrus kawakamii 12 12 30 25 FAIR MATURE PROTECTED 54 Evergreen Pear Pyrus kawakamii 10.5 10.5 25 25 FAIR MATURE n/a 55 Evergreen Pear Pyrus kawakamii 8 8 25 25 FAIR MATURE n/a 56 Coast Live Oak Quercus agrifolia 11.5 11.5 25 25 FAIR MATURE n/a 57 Jacaranda Jacaranda mimosifolia 14.5 14.5 35 35 FAIR MATURE PROTECTED 58 Jacaranda Jacaranda mimosifolia 15 15 40 35 GOOD MATURE PROTECTED TREE INVENTORY - 700 W. HAMILTON AVE. pg. 93
Prepared by Busara Firestone
ISA Board Certified Master Arborist #WE-8525B
City Ventures 12/23/2024
Tag
Number Common Name Botanical Name DSH
(inches)
math.

SEE GLOSSARY FOR DEFINITION OF TERMS
City Ventures 12/23/2024
Tag
Number Common Name Botanical Name DSH
(inches)
math.

E X I S T I N G T R E E P L A N

C I T Y R E P L A C E M E N T T R E E R E Q U I R E M E N T S

E X I S T I N G T R E E I N V E N T O R Y / R E P L A C E M E N T

PROPOSED TREE QUANTITY

MARATHON DR. SPRINGFIELD DR. W. LATIMER AVE.

26.0' EVAE

31.0' PUE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

31.0' PUE

26.0' EVAE

31.0' PAE

36.0' PAE

36.0' PAE 26.0' PUE 26.0' PUE 26.0' PUE 26.0' PUE

36.5' PRUE &
PRORE

53.9' PRUE &
PRORE 26.0' EVAE
W. HAMILTON AVE SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE PUE PUE

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

STOP VAN Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL
EX. SW
STOP

18.0'

26.0' TC-TC

26.0'

5.0'

26.0' TC-TC

5.0'
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE

26.0'

5.0' 7.7'

4.8' 26.0' TRC-TRC

7.3' 26.0' TRC-TRC 9.0' 26.0' TRC-TSRC

5.0'

5.0' 36.5' 60.0' ± ROW 24.9'± ROW DEDICATION 26.0' TRC-TRC 9.3'4.0' 2.7' 4.5' TO PL FROM 2ND FLOOR OVERHANG

5.0' SETBACK 3.0' 3.0' 19.8' 62.2' 65.7' 4.0' 4.0' 57.7' 32.0' 16.8' 12.1' 48.7'

26.0'

5.1'

10.4' 40.7'

18.0' 8.5'

6.0' 1.0' 4.0'

5.0'

4.0' 3.0' 3.0' 24.0' 4.5' 4.5' 3.0' 19.7' 20.7' 4.0' 4.0' 4.0' 4.0' 4.0' 4.0'

8.31' 4.0'

5.0' 5.0'

5.0'

5.0' 5.5' 4.5' 4.0' 3.8' 5.0'

11.2'

5.0' 14.2'

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR. SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA STREET MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT
FDC
PIV
PIV
FDC
FDC
PIV
FDC
PIV
PIV
FDC
FDC
PIV
PIV
FDC
PIV
FDC

SSCO SSCO
SSCO
WV
SS
SS
SD
SD
SD
WM
WM

WM FH FH F
WV
WV
WV
DCA F
WV
DCA F
WV
WM FF
WM FF

DCA DCA WV
IRR
WM
WV

SS SDCO SDCO SDCO SDCO
DCA

DCA F DCA WV
WV

SD SD SD SD SD SD F F F F F

FH WV F FH

12.5' 5.0' 5.5' 5.0' 4.0' 18.1' 20.7' 21.7' 5.3' 4.7' 4'

7.1'
GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR. Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA STREET MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT JT JT EUG

EUG JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT JT EUG EUG SVC
SVC

SVC SVC

SVC SVC
SVC

EUG EUG

SVC SVC

SVC SVC JT JT JT JT JT JT
FDC
PIV
PIV
FDC
FDC
PIV
FDC
PIV
PIV
FDC
FDC
PIV
PIV
FDC
PIV
FDC

SSCO SSCO
SSCO
SSCO
WV
SS
SS
SS
SS
SD
SD
SD
SD
SD
WV
WM
WM
WM

WM F FF F

WM FH FH F
WV
WV
WV
DCA F
WV
DCA F
WV
WM FF
WM
WV FF
DCA
DCA
DCA
WV
WV F

WM DCA WV
IRR
WV
IRR
WM
WV

SS SDCO SDCO SDCO SDCO SDCO
DCA

DCA F DCA WV
WV

SD SD SD SD SD SD F F F F F

FH WV F FH

12.5' 5.0' 5.5'

12.5'

5.0'

5.5' 5.0' 4.0' 18.1' 20.7' 21.7' 5.3' 4.7' 4'

SD SDCO SDCO SDCO
SD SD SD SD SD SD W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL 12" SD 12" SD 12" SD 12" SD
12" SD 12" SD FF
GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

SD SDCO SDCO SDCO SDCO SDCO
SD SD SD SD SD SD W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL 12" SD 12" SD 12" SD 12" SD
12" SD
12" SD 12" SD FF
PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

26.0' EVAE
BLDG G
9 UNITS
BLDG H
9 UNITS
146.8' 8.5' 8.7' 10' 10' 8.7' 8.9' 8.8' 7' LOT 2
143.2' 26.0' EVA 7' BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS13.3' WV
WV
WM
WM
WM

WM F FF F

WM FH FH F
WV
WV
WV
DCA F
WV
DCA F
WV
WM FF
WM
WV FF
DCA
DCA
DCA
WV
WV F

WM DCA WV
IRR
WV
IRR
WM
WV
DCA

DCA F DCA WV

WV F F F F F

CANELA PLACE
(AERIAL ACCESS)

MONTADITO PLACE
(AERIAL ACCESS)

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

PLAN 4
GARAGE
WH WH
ENTRY
UP PDR.

GARAGE PLAN 4
WH WH
ENTRY
UP PDR.

STOP VAN Graphic Scale (in feet) 0 1 inch = 30 ft. 30 30 60 48" SD
6" SS WL
6" SS WL
W. HAMILTON AVE SAN TOMAS EXPY SAN TOMAS AQUINAS CREEK

GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTONPLACE
SARTEN PLACE BLDG C 12 UNITS BLDG B 10 UNITS BLDG A 10 UNITS FH EX. FH (TO REMAIN) 153.1'
147.3'
127.0'

26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

26.0' EVAE
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9 UNITS
146.8' BLDG H
9 UNITS

8.53'

8.58'
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10.33'
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13 UNITS
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14 UNITS
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14 UNITS TRASH ENCLOSURE LOT 2
CANELA PLACE C H U N T H A L E J O N E S A R C H I T E C T S ArchitecturePlanningInteriors 444 Spear Street, Suite 105 San Francisco, CA 94105 www.hunthalejones.com t. 415-512-1300 f. 415-288-0288 DATE: PROJECT: CITY VENTURES HAMILTON AVENUE 700 WEST HAMILTON AVENUE CAMPBELL, CA 95008 10.09.2025 2400098 ENGINEER: MICHAEL VIDRA LICENSE NO: 076690 SCALE: SHEET: OF 18 PRELIMINARY TRASH MANAGEMENT PLAN C9.0 141" = 30' WM DCA ABBREVIATIONS BLDG BUILDING BFP BACKFLOW PREVENTER DI DRAIN INLET DW DOMESTIC WATER E,EX. EXISTING FH FIRE HYDRANT FW FIRE WATER POC POINT OF CONNECTION TYP TYPICAL WM WATER METER WL WATER LINE LEGEND EXISTING PROPOSED PROPERTY LINE EASEMENT WATER LINE PAVEMENT FIRE HYDRANT WATER VALVE WATER METER (DOMESTIC & FIRE) BACKFLOW PREVENTOR POINT OF CONNECTION WL WLFH WV NOTES TRASH CANS WILL BE STORED IN THE GARAGES AND PLACED OUTSIDE THE GARAGE DOOR DURING TRASH PICKUP DAY. 32 6.13 Solid Waste Truck Overall Length 32.000ft Overall Width 10.3000ft Overall Body Height 13.4000ft Min Body Ground Clearance 1.220ft Track Width 10.3000ft Lock-to-lock time 6.00s Max Wheel Angle 27.6 17.83 8.04 CollecƟon Vehicle Access and Truck Dimensions MAX STEERING ANGLE = 27.6' 30.05 ft 45.05 ft 38.49 ft 8.04 ft 17.83 ft 6.13 ft Item 8.2
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MONTADITO PLACE

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CANELA PLACE WL CONTRUCTION FENCE (TYP.)
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147.3'
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MONTADITO PLACE

PIMENTON PLACE

SARTEN PLACE
CANELA PLACE CONTRUCTION FENCE (TYP.)
153.1'
147.3'
127.0'

26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE 26.0' EVAE

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GALE DR OLIVA LANE

MONTADITO PLACE

PIMENTON PLACE
SARTEN PLACE BLDG G 9 UNITS BLDG C 11 UNITS BLDG B 10 UNITS BLDG A 10 UNITS EX. SW BLDG H 9 UNITS 15 BIORETENTION FACILITY (TYP) ACCESSIBLE PATH OF TRAVEL ACCESSIBLE UNIT (TYP) 18.0'

26.0'

26.0' TC-TC

5.0'

26.0' TC-TC

5.0' 11.6' LOT 2 BLDG F 13 UNITS BLDG E 14 UNITS BLDG D 13 UNITS

3.5' 5.0'

4.8' 26.0' TRC-TRC

7.0' 26.0' TRC-TRC 9.0' 5.0'

4.0' 26.0' TRC-TSRC

10.5' 5.0'

5.0'

5.0' 36.5' 60.0' ± ROW 24.9'± ROW DEDICATION 3.0' 3.0' 26.0' TRC-TRC 24.0' 4.0' 5.0' 1.0' TO PL FROM 2ND FLOOR OVERHANG

5.0' SIDEWALK

TRANSITION

7.6' SETBACK 4.5' 4.5' 3.0' 3.0' 3.0' 19.7' 20.7' 4.0' 4.0' 4.0' 4.0' 5.5' 5.5' 4.0' 4.5' 4.0' 20.2' 62.2' 65.7' 4.0' 4.0' 57.7' 32.0' 4.0' 16.8' 4.0' 4.0' 12.1' 48.7' 14.2'

26.0'

5.0'

10.4'

8.31' 40.7' 10.0'

18.0' 8.5'

6.0' 1.0' 4.0' 35.2' 4.0' 4.0'

5.0' 5.0'

3.8' 5.0'

5.0'

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MONTADITO PLACE

HAMILTON AVENUE
700 WEST HAMILTON AVENUE
CAMPBELL, CA 95008

07.07.2025
317083.00

JOINT TRENCH COMPOSITE PLAN

JOINT TRENCH SECTIONS AND DETAILS

JOINT TRENCH COMPOSITE TITLE SHEET

JOINT TRENCH GENERAL NOTES AND DETAILS
SHEET NO. DESCRIPTION

JOINT TRENCH DETAILS
JT5
JT4
JT1
JT2
JT3
(8) NEW SERVICE COMPLETIONS (ELECTRIC, CATV, AND TELEPHONE TO (8) BUILDINGS THAT INCLUDE (89) CONDOMINIUM UNITS.
(678) L.F. OF JOINT TRENCH &

SHALL BE INSTALLED WITH THIS JOINT TRENCH PLAN SET

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APPROVED FOR SUBMITTAL HAIDER KAMMOONAH

QUALIFIED APPLICANT DESIGN ENGINEER
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TITLE SHEET
DESCRIPTION: BY: DATE: STATUS: 07-07-2025 R

TARRAR UTILITY CONSULTANTS
-

TARRAR UTILITY CONSULTANTS
C2 COLLABORATIVE

TARRAR UTILITY CONSULTANTS
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XX-XX-XXXX
02-21-2025
02-21-2025
04-22-2025 AT&T
CSW
QUANTA
- - -
HHJA 04-22-2025 R

KHALID TARRAR

CITY VENTURES
PG&E
- ROBERT HASSING

BEN LOPEZ
224116 (925) 240-2595 TBD
- TELEJOBNO

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MONK & ASSOCIATES INC
1136 Saranap Avenue Suite Q | Walnut Creek, CA 94595 | (925) 947-4867 | www.monkassociates.com September 12, 2024
City Ventures
444 Spear Street Ste 200
San Francisco, California 94105
Attention: Mr. Darian Dennler
RE: Due Diligence Biological Site Assessment Report
700 West Hamilton Avenue, Campbell, California
APNs: 30739037 (~3.9 acres)
Dear Mr. Dennler:

1. INTRODUCTION
This letter-report has been prepared to present the results of Monk & Associates’ (M&A) due diligence biological site assessment of the 700 West Hamilton Avenue project site located in Campbell, Santa Clara County, California (herein referred to as the “project site”) (Figures 1-3).

On August 30, 2024, M&A biologist, Sarah McNamara, conducted a due diligence biological resources assessment of the project site to take note of any plant communities/wildlife habitats onsite and to determine if the project site supports any special-status species habitats and/or waters of the U.S./State that could be regarded as wetlands or other waters subject to regulation by the U.S. Army Corps of Engineers (Corps), California Regional Water Quality Control Board (RWQCB), and/or California Department of Fish and Wildlife (CDFW).

Below is a summary of M&A’s background research, site survey findings and a discussion of any biological constraints to future development of the project site.

2. PROJECT SITE DESCRIPTION
Almost the entire 3.9-acre project site is developed with a large parking lot, sidewalks, landscaping, and one building containing the California College of Communications as well as the American Barbell Clubs gym. The concrete-lined San Tomas Aquino Creek lines the east side of the project site with San Tomas Expressway bordering the creek on the other side. To the north of the site is West Hamilton Avenue and commercial buildings, a U.S. Bank and associated parking lot are located to the northwest, a preschool and kindergarten school reside to the west and to the south is Gale Drive and residential properties.

An approximately 6-foot-tall fence lines the east side and a portion of the west side of the project site. A mature stand of trees, primarily Deodar cedar (Cedrus deodar) and coast live oak (Quercus agrifolia) trees are located in an approximately 70-foot-wide area on the southern end Item 8.2
Tuesday, January 20, 2026 433 of 681
Due Diligence Biological Resources Site Assessment Report 700 West Hamilton Avenue Project
Campbell, California

Page 2 ends

Campbell City CouncilJanuary 20, 2026

Campbell City Council
January 20, 2026