HomeMy WebLinkAboutASRDRB20231130 5.2DESIGN REVIEW BOARD STAFF REPORT 5e2
TO: Design Review Board Members November 30, 2023
SUBJECT: Review and recommend the Planning Commission approve the
architectural, landscape, and site design related to the Development Plan
request (DEV22-0009) to subdivide a seven -acre site to allow for 170
multifamily units. Of these units, 46 units are proposed as for -rent
apartment units, and 124 units are proposed as for -sale townhouse units.
The site is located at 3020 Fostoria Way (the Borel Property) (Project
Planner: David Crompton).
PROTECT DESCRIPTION/BACKGROUND
Trumark Homes has submitted a revised subdivision and development plan application
for the seven -acre Borel property located at 3020 Fostoria Way. The project includes 170
residential units. A total of 46 units would be for -rent apartments, and 124 units would
be for -sale townhomes. All 46 units would be restricted to rent to qualifying low-income
households. All the buildings would be three stories, with a maximum height of 40 feet.
The project was reviewed by the Design Review Board (DRB) on October 26, 2023. At that
meeting, the DRB generally supported architecture and landscape design but requested
modification in several areas.
EVALUATION
The applicant has made the following modification in response to DRB's previous
comments:
1. Additional screen trees have been added along the northern property line between
the project and existing single family homes to the northwest.
2. Four landscape fingers have been added to break-up the apartment parking lot
area (removed four parking spaces).
3. Add back two new parking spaces at the end of Street F.
4. Revised the balcony rail detail for the apartment building facing Camino Ramon
to have a solid bottom.
5. Revised the street facing and visible from Camino Ramon side elevations to add
enhanced boxed -out elements to the upper levels.
6. Added two additional color schemes to the project (now three total).
RECOMMENDATION
Review and recommend the Planning Commission approve the architectural, landscape,
and site design related to the Development Plan request (DEV22-0009) to subdivide a
seven -acre site to allow for 170 multifamily units. Of these units, 46 units are proposed as
for -rent apartment units, and 124 units are proposed as for -sale townhouse units. The site
is located at 3020 Fostoria Way (the Borel Property).
Prepared by:
David Crompton
Chief of Planning
Attachment: Revised Architectural and Landscape Plans and Elevations
3020 Fostoria Way 2 November 30, 2023
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TYPICAL TOWNHOUSE BUILDING
TYPICAL APARTMENT BUILDING
VESTING TENTATIVE TRACT MAP NO. 9594
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F��OR C��OND��ON����IINIUN��l PURPOSES
TENTATIVE MAP NOTES:
1. OWNER: EAST BAY REGIONAL PARK DISTRICT
2950 PERALTA OAKS CT. 0 EL P OPERTY
OAKLAND, CA 94605
2. APPLICANT: TRUMARK HOMES
3001 BISHOP DRIVE, #100
SAN RAMON, CA 94583 DANVILLE,
CALIFORNIA
CONTACT: GARRETT HINDS / HEIDE ANTONESCU
(925) 999-3970
3. ENGINEER: MACKAY & SOMPS NOVEMBER 2023
5142 FRANKLIN DR, SUITE B
PLEASANTON, CA 94588-3355
CONTACT: KIM REED / CHRIS GUENTHER \�
(925) 225-0690
4. GEOTECHNICAL CONSULTANTS: ENGEO INCORPORATED - SAN RAMON CREEK
2010 CROW CANYON PLACE, SUITE 250 - - -
SAN RAMON 94583
CONTACT: TODD BRADFORD / MACY TONG'
(925) 868-9000 Tlr-r--
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5. AREA SUBJECT TO INUNDATION: YES PER FIRM 06013CO461 F DATED JUNE 16, 2009 II
6. SUBDIVIDED AREA: 7.0 ± ACRES
7. ASSESSOR'S/TRACT PARCEL NUMBER: PORTION OF 218-090-034 'I I - �'L"� _ - T -
8. FIRE PROTECTION: SAN RAMON VALLEY FIRE DEPARTMENT
9. SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH CENTRAL CONTRA COSTA III \
SANITARY DISTRICT STANDARDS.
10. WATER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH EAST BAY MUNICIPAL UTILITY
DISTRICT STANDARDS. II
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11. DRAINAGE: TO BE INSTALLED IN CONFORMANCE WITH TOWN OF DANVILLE STANDARDS. 'I
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12. GAS & ELECTRICITY: TO BE INSTALLED IN CONFORMANCE WITH III
STANDARDS OF PACIFIC GAS AND ELECTRIC CO.
13. TELEPHONE: TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF AT&T. uuL_-uL_j uuj I IL_j� `���� ] / �. �O-AN
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14. CABLE: TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF COMCAST. I ��
15. STREET IMPROVEMENTS: CURB, GUTTER, SS MAIN, W MAIN, AND SD MAIN IN CAMINO RAMON.IT7�I I - - - p
16. EXISTING/PROPOSED ZONING: A-2 / M-30 AND M-25
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17. EXISTING LAND USE: NON -ACTIVE, NON -PRODUCING WALNUT ORCHARD
18. PROPOSED LAND USE: RESIDENTIAL II I
19. UNLESS OTHERWISE SPECIFICALLY STATED IN THE CONDITIONS OF APPROVAL, LOCAL AGENCY APPROVAL OF THIS I I - - - - - - - - - •
MAP SHALL CONSTITUTE AN EXPRESS FINDING THAT THE PROPOSED DIVISION AND DEVELOPMENT OF THE SUBJECT
PROPERTY WILL NOT UNREASONABLY INTERFERE WITH THE FEE AND COMPLETE EXERCISE OF RIGHTS DESCRIBED --- - - - _'_r_
IN GOVERNMENT CODE SECTION 66436(a)(3)(A)(i). _ _ ------------------------ -------------'-----
---------------------------------------- -------------------- ------------
CAMINO__RAMON---------------- - - - -
20. UTILITY SIZES AND LOCATION, STREET GRADES AND LOT DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL --------- ---------------------------------- ----------------------------------------------------
ENGINEERING DESIGN AND BUILDING PLOTTING. ---""----"--�-----------------------'- ________________--------
-''� �------ how:--
21. ALL SEWER AND POTABLE WATER MAINS ARE 8" UNLESS NOTED. ALL PUBLIC STORM DRAINS ARE 12" (MIN), OR AS / cj
NOTED.
22. APPLICANT RESERVES THE RIGHT TO FILE MULTIPLE / PHASED FINAL MAPS TO SUBDIVIDE THE PROPERTY, IN ABBREVIATIONS
COMPLIANCE WITH THIS VESTING TENTATIVE MAP.
23. THE DEVELOPER INTENDS TO FILE AIRSPACE CONDOMINIUM PLANS FOR CONDOMINIUM UNITS AFTER THE FINAL MAP
APPROVAL. UP TO 170 CONDOMINIUM UNITS MAY BE CREATED ON LOTS 1 THRU 17.
24. PUBLIC UTILITY AND ACCESS EASEMENTS WILL BE GRANTED OVER PRIVATE STREETS, AND COURTS TO ALLOW
ACCESS TO THE PUBLIC AND INSTALLATION OF PUBLIC UTILITIES. ADDITIONAL EASEMENTS AND DEDICATIONS ARE
SHOWN ON THE ATTACHED VESTING TENTATIVE MAP.
25. COVERAGE OF LAND BY BUILDINGS: 37.7%
SOILS REPORT:
PROVIDED BY: ENGEO INCORPORATED
TOWN OF DANVILLE
DESIGN GUIDELINES
DATED: MAY 19, 2021, REVISED JUNE 2, 2021
ENTITLED: BOREL PROJECT - PRELIMINARY
SP-105
- TYPICAL CONCRETE CURBS
GEOTECHNICAL RECOMMENDATIONS
SP-107
- TYPICAL DRIVEWAY
PROJECT #: 012353.001.001
SP-114
- TRENCH BACKFILL
SP-115
- SURVEY MONUMENT
SP-117
- STOP SIGN LOCATION
BASIS OF ELEVATIONS - BENCHMARK:
SP-120
- FIRE HYDRANT LOCATION
SP-201
- STORM DRAIN TYPE "A" INLET
CONTRA COSTA COUNTY BENCHMARK #1240
SP-204
- STORM DRAIN PRECAST MANHOLE & TYPE "I" BASE
THE BENCHMARK IS A RAILROAD SPIKE IN AN OAK TREE,
SP-207
- MANHOLE FRAME AND COVER
SET EAST OF THE CENTERLINE OF BOLLINGER CANYON
ROAD, 215 FEET NORTH OF THE INTERSECTION OF
BOLLINGER CANYON ROAD AND CROW CANYON ROAD.
ELEVATION = 595.406 (NGVD29)
BASIS OF BEARINGS:
THE BEARING OF NORTH 26007'33" WEST AS SHOWN
BETWEEN FOUND MONUMENTS ON CAMINO RAMON ( FORMERLY
CROW CANYON PLACE), AS SHOWN ON SUBDIVISION 6806
FILED IN BOOK 319 OF MAPS AT PAGE 3, CONTRA COSTA
COUNTY RECORDS.
AB - AGGREGATE BASE OVERALL SITE PLAN
AC - ASPHALT CONCRETE
SCALE: 1" =80'
BC -
BACK OF CURB
BCB -
BACK OF CONCRETE BAND
BFP -
BACK FLOW PREVENTER
BIO -
BIORETENTION AREA
BMR -
BELOW MARKET RATE
BNDY -
BOUNDARY
BO -
BLOW OFF VALVE
BOW -
BACK OF WALK
BW -
BOTTOM OF WALL
CCCFCD -
CONTRA COSTA COUNTY FLOOD CONTROL DISTRICT
CCCSD -
CENTRAL CONTRA COSTA SANITARY DISTRICT
C/L -
CENTERLINE
D/W -
DRIVEWAY
EBMUD -
EAST BAY MUNICIPAL UTILITY DISTRICT EASEMENT
EBRPD -
EAST BAY REGIONAL PARK DISTRICT
ESMT -
EASEMENT
EG -
EXISTING GROUND
EV -
ELECTRIC VEHICLE
EVAE -
EMERGENCY VEHICLE ACCESS EASEMENT
FC -
FACE OF CURB
FTC -
TOP OF FACE OF VERTICAL CURB
GB -
GRADE BREAK
HM -
HYDROMODIFICATION
HP -
HIGH POINT
LP -
LOW POINT
L/S -
LANDSCAPE
NAP -
NOT A PART OF THIS SUBDIVISION
P/L -
PROPERTY LINE
PRAE -
PRIVATE ACCESS EASEMENT
PUE -
PUBLIC UTILITY EASEMENT
PSE -
PUBLIC SIDEWALK EASEMENT
RET -
RETAINING
R/W -
RIGHT OF WAY
SD -
STORM DRAIN
SIDE -
STORM DRAIN EASEMENT
SS -
SANITARY SEWER
SSE -
SANITARY SEWER EASEMENT
STFE -
STORMWATER TREATMENT FACILITY EASEMENT
SW -
SIDEWALK
SWQ -
STORM WATER QUALITY
TC -
TOP OF CURB & GUTTER
TCB -
TOP OF CONCRETE BAND
TWC -
TOP OF WEDGE CURB
TW -
TOP OF WALL
W -
WATER LINE (DOMESTIC)
WLE -
WATER LINE EASEMENT
WM -
WATER METER
LEGEND o 4o so 1so
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SCALE: 1 "=80'
EXISTING / BY OTHERS PROPOSED
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BOUNDARY LINE
RIGHT OF WAY
FUTURE LOT LINE SPLIT
EASEMENT
STORM DRAIN, MANHOLE
AND CURB INLET
AREA DRAIN
CATCH BASIN / FIELD INLET
WATER LINE AND VALVES
SANITARY SEWER AND MANHOLE
LOT LINE
PAD GRADE
FIRE HYDRANT
BIO-RETENTION BASIN
BIO-RETENTION BASIN RETAINING WALL
SOUNDWALL
VALLEY GUTTER FLOWLINE
LOT NUMBER
EX TREE TO BE REMOVED
SIDEWALK
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VICINITY MAP
N T S.
INDEX OF TENTATIVE MAP SHEETS
SHEET DESCRIPTION
CIVIL PLANS
Cl COVER SHEET AND NOTES
C2 EXISTING CONDITIONS / DEMOLITION PLAN
C3 VESTING TENTATIVE TRACT MAP
C4 SITE DEVELOPMENT PLAN
C5 DETAILS AND SECTIONS
C6 PRELIMINARY GRADING PLAN
C7 PRELIMINARY UTILITY PLAN
C8 PRELIMINARY EROSION CONTROL PLAN & DETAILS
C9 PRELIMINARY STORMWATER CONTROL PLAN
C10 PRELIMINARY SIGNING AND STRIPING PLAN
C11 OFFSITE IMPROVEMENT PLAN
EXHIBIT
LAND USE AND DENSITY EXHIBIT
ARCHITECTURE PLANS (TOWNHOMES)
A00 COVER SHEET
A01 TITLE SHEET
A02 SITE AERIAL & PHOTOS
A03 ARCHITECTURAL SITE PLAN
A04 BUILDING 8 MASSING VIEWS
A05 UNIT 1 & 2 FLOOR PLANS
A06 UNIT 3 & 4 FLOOR PLANS
A07 UNIT 3 & 4 ALTERNATE & ADAPTABLE PLANS
A08 BUILDING 6 FRONT ELEVATION
A09 BUILDING 6 FLOOR & ROOF PLANS
A10 BUILDING 6 EXTERIOR ELEVATION
A11 BUILDING 8 FRONT ELEVATION
Al2 BUILDING 8 FIRST & SECOND FLOOR PLANS
A13 BUILDING 8 THIRD FLOOR PLAN & ROOF PLAN
A14 BUILDING 8 EXTERIOR ELEVATIONS
A15 BUILDING 10 FRONT ELEVATION
A16 BUILDING 10 FIRST & SECOND FLOOR PLANS
A17 BUILDING 10 THIRD FLOOR PLAN & ROOF PLAN
A18 BUILDING 10 FRONT & RIGHT ELEVATIONS
A19 BUILDING 10 REAR & LEFT ELEVATIONS
A20 ARCHITECTURAL EXTERIOR MATERIALS & DETAILS
A21 ARCHITECTURAL EXTERIOR MATERIALS & DETAILS
A22 ARCHITECTURAL EXTERIOR EAVE & RAKE DETAILS
ARCHITECTURE PLANS (APARTMENTS)
A23 UNIT 1 FLOOR PLAN
A24 UNIT 2 FLOOR PLAN
A25 UNIT 3 FLOOR PLAN
A26 COMMUNITY CENTER FLOOR PLAN
A27 BUILDING A - FIRST FLOOR PLAN
A28 BUILDING A - SECOND & THIRD FLOOR PLANS
A29 BUILDING A - EXTERIOR ELEVATIONS
A30 ROOF PLAN & SECTION
A31 BUILDING B - TYPICAL FLOOR PLAN
A32 BUILDING B - EXTERIOR ELEVATIONS
A33 BUILDING B - ROOF PLAN & SECTION
A34 ARCHITECTURAL EXTERIOR MATERIALS & DETAILS
A35 COLOR SCHEME (TOWNHOMES + APARTMENTS)
LANDSCAPE PLANS
L-1
ILLUSTRATIVE SITE PLAN
L-2
PEDESTRIAN CIRCULATION PLAN
L-3
CHARACTER IMAGES
L-4
PLANT PALETTE
L-5
OVERALL TREE PLAN
L-6
COMMUNITY SPACE
L-7
DOG AREA
L-8
NORTH BOUNDARY
L-9
SCHEMATIC DETAILS
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SCALE: 1 "=30'
CONTRA COSTA COUNTY FLOOD CONTROL DISTRICT
EXISTING 10' ACCESS ROAD TO BE RELOCATED
EXISTING PERVIOUS AREA = 309,010 SF
EXISTING PAVEMENT TO BE REMOVED FOR SS, SD,
AND W MAIN PIPE INSTALLATION
EXISTING TREE TO BE REMOVED
GENERAL NOTES:
1. AERIAL TOPOGRAPHY OBTAINED BY GEOMAPS ON OCTOBER
2020.
2. ALL EXISTING ONSITE UTILITIES, TREES, UNDERGROUND
AND SURFACE IMPROVEMENTS TO BE REMOVED UNLESS
OTHERWISE NOTED.
TREE REMOVAL CHART:
PROTECTED TREES TO BE REMOVED WITHIN THE SITE
TREE NUMBER
TRU( Nj IA
SPECIES
51
12
COAST LIVE OAK
65
22,21319
COAST LIVE OAK
67
j 13
1 COAST LIVE OAK
71
1 28
1 COAST LIVE OAK
PROTECTED TREES TO BE PRESERVED WITHIN THE SITE
TREE NUMBER
TRU( Nj IA
SPECIES
68
36
COAST LIVE OAK
69
29
COAST LIVE OAK
TREE NOTES:
A. THE SITE IS CURRENTLY USED AS AN ORCHARD.
B. ONLY PROTECTED TREES ARE IDENTIFIED ABOVE.
C. TREE SURVEY PERFORMED BY LIVE OAK ASSOCIATES
DATED JANUARY 6, 2020. SUPPLEMENTAL SURVEY
PERFORMED AUGUST 1, 2022.
01
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PROJECT N0.
29036.TRU2
SHT
C2
OF 11
1
11-09-2023 9:00am Kim Reed P:A29036\PLN\TM\TM-02_DEMOLITION PLAN.DWG
S22047_49"E 304.32' BNDY
304' -
I
I
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I
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1
11-09-2023 9:00am Kim Reed P:A29036\PLN\TM\TM-03_VESTING TENTATIVE MAP.DWG
BE DEDICATED
rBY SEPARATE
I
-
I
I
I
9 29/
0 30 60
SCALE: 1 "=30'
LEGEND
- - EXISTING PROPERTY BOUNDARY
EXISTING LOT LINE OR RIGHT-OF-WAY
------------ EXISTING EASEMENT
PROPERTY LINE
RIGHT-OF-WAY
NOTES
1. PARCELS H-K TO HAVE PRAE & PUE
2. ALLEY PARCELS F TO HAVE PUE, PRAE & SSE
co
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PROJECT N0.
29036.TRU2
SHT
C3
OF 11
- - - - - N22047149"W 304,32' BNDY
I��■ lin= n`�u�ieeilie.11i:: � JN — — � " � -
11 I f-��Ili.lI��000If■ . - 1� � - -
III IIG_I�11!NIIGGIIGIGo IIG IGGGGGGGGGGG■ ■GGGGG■ ■GGG■ - -
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cl
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PRIVATE S I TREET
FOR OFFSITE
IMPROVEMENT PLAN
o
F
S I
468.23 I
SAN RAMON CREEK
- 1=130 09' 4=7°57'An„
--�'- N14°50
� - pp„w
- 335 5g ,
_ ' � BNDY
� CREEK STRUCTURE
CAMINO RAMON
-- -- -- -- -- -- -- -- -- -- N26007'33"W 450.15' BNDY -- -- -- -- -- -- -- -- --
Pt7
-7—
VA'FE S'1'REE'1' N' N BC •
K I /
BLDG 14 •
/
♦
I�I L-1
/
0 30 60
EMEM
SCALE: 1 "=30'
ninTFc
1. SEE SHEET C5 FOR SECTIONS.
2. THE 30' CREEK STRUCTURE SETBACK LIMIT LINE HAS BEEN
/ DELINEATED PER THE SAN RAMON CREEK EXHIBIT THAT WAS
COORDINATED WITH AND APPROVED BY CONTRA COSTA COUNTY
/ FLOOD CONTROL DISTRICT ON AUGUST 26, 2021.
3. ALL UNITS IN BUILDINGS 16 AND 17 ARE BMR.
/
/O
N
3LDG 15 ,ory
2r. 98
•
0 /
LEGEND:
BUILDING BUILDING NUMBER
ADA ADAPTABLE UNITS
BMR UNITS (REFER TO ARCHITECTURAL PLANS)
VALLEY GUTTER
30' CREEK STRUCTURE SETBACK LIMIT LINE
(SEE NOTE 2 ABOVE)
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PROJECT N0.
29036.TRU2
SHT
C4
OF 11
11-10-2023 9:48am Kim Reed
P:\29036\PLN\TM\TM-04_SITE DEVELOPMENT PLAN.DWG
PROPOSED 5 BCB 22' BC 11 ± PROPOSED
BLDG D/W 21' 1' D/W BLDG
DRIVE AISLE AC
2%-12% 2.0% 2%-12%
FLUSH CONCRETE BAND/o 0 0 0 0 0 0 0 0 0 0
SEE DETAIL THIS SHEET WEDGE CURB
AB SEE DETAIL THIS SHEET
SECTION A - PRIVATE ALLEYS
FC
4' 19,
PROPOSED S/W PARKING
BLDG
2% 0
2%
CITY STANDARD
6 VERTICAL CURB
(ST-105 "TYPE B")
NTS
CL
VALLEY
24' GUTTER
DRIVE AISLE
VALLEY
GUTTER
AC (SEE DETAIL
2% THIS SHEET)
0
AB
SECTION B
NTS
CL
VALLEY
BNDY
FC
GUTTER
,
5
8'
21
10' SOUNDWALL
LANDSCAPE
PARALLEL
DRIVE AISLE
SEE LS PLANS
PARKING
VALLEY
GUTTER
(SEE DETAIL
EG
2%
ON THIS SHEET) 2%
7
12" MAX
AB
CITY
STANDARD
6" VERTICAL
CURB
SECTION C
(ST-105
TYPE B )
8' 4' FC
PROPOSED S/W
BLDG
2%
CITY STANDARD
6" VERTICAL CURB
(ST-105 "TYPE B")
FC
4' 19,
S/W PARKING
2%
2%
0 0 0 0
CITY STANDARD
6 VERTICAL CURB
(ST-105 "TYPE B")
5' 4' FC
PROPOSED S/W
BLDG
CITY STANDARD
6" VERTICAL CURB
(ST-105 "TYPE B")
19' FC 4' FC
PARKING S/W PROPOSED 7 S/W
BLDG PROPOSED
BLDG
2%
10-0
CITY STANDARD
6 VERTICAL CURB
(ST-105 "TYPE B")
BCB 5
D/W
PROPOSED
BLDG
AC
2%-12%
FLUSH CONCRETE
BAND (TFC)
SEE DETAIL
THIS SHEET
CL
VALLEY
26' GUTTER 19, FC 4'
DRIVE AISLE PARKING SWLK
VALLEY
GUTTER
AC (SEE DETAIL 20-.
2% THIS SHEET) 2 o r
CITY STANDARD
6" VERTICAL CURB
AB (ST-105 "TYPE B")
SECTION D
AC
5.5' 41 FC
PROPOSED S/W
BLDG
2% AC
CITY STANDARD
6" VERTICAL CURB
(ST-105 "TYPE B")
6.33FC
PROPOSED
BLDG
CITY STANDARD
6 VERTICAL CURB
(ST-105 "TYPE B")
11-09-2023 9:00am Kim Reed P:A29036\PLN\TM\TM-05—SECTIONS.DWG
NTS
26'
DRIVE AISLE
3% 0
AB J
SECTION E
NTS
26'
DRIVE AISLE
3%
AB`
SECTION F
NTS
21'
DRIVE AISLE
2% °
AB
SECTION G
NTS
FC
5'
PROPOSED
BLDG
CITY STANDARD
CURB & GUTTER
(ST-105 "TYPE A")
CITY STANDARD
6 VERTICAL CURB
(ST-105 "TYPE B")
20'
DRIVE AISLE
2%
AB J
SECTION H
NTS
26'
DRIVE AISLE
2%
AB J
SECTION I
NTS
FC
6.5'
PROPOSED
BLDG
CITY STANDARD
CURB & GUTTER
(ST-105 "TYPE A")
FC
6.5' 4' 4'
LANDSCAPE S/W
2%
CITY STANDARD
CURB & GUTTER
(ST-105 "TYPE A")
6'
PROPOSED 7' BCB 22' BC D/W PROPOSED
\� 1BLDG D/W 21' 1' BLDG
DRIVE AISLE
AC
2%-12 % 2.0 % 20-o-120%
FLUSH CONCRETE BAND
SEE DETAIL THIS SHEET WEDGE CURB
qg SEE DETAIL THIS SHEET
SECTION J - PRIVATE ALLEYS
NTS
FC
4'
19,
CL
VALLEY
24' GUTTER 19,
FC
4
VARIES
BNDY
8' SOUNDWALL
S/W
PARKING
DRIVE AISLE PARKING
S/W
LANDSCAPE
SEE LS PLANS
VALLEY
GUTTER
2%
°►
AC (SEE DETAIL
2%
3% THIS SHEET) 1 %
�—
�EG
CITY STANDARD�-
6" VERTICAL CURB
(ST-105 "TYPE B")
12" MAX
CITY STANDARD
AB
6
VERTICAL CURB
(ST-105
"TYPE B")
SECTION 0
NTS
BNDY
20'
PROPOSED
10' SOUNDWALL
BLDG
SEE LS PLANS
10,
SELF PROPOSED
EBRPD
RETAINING 4' 6' BLDG
EG
6'1
2% 0
f—
LL
12" MAXI
SECTION P
NTS
BNDY
4' BCB 21' BC 6' PROPOSED
PROPOSED p/W 20' 1' D/W BLDG
BLDG DRIVE AISLE
AC
2_12 a 2.0O 2�_
FLUSH CONCRETE BAND
SEE DETAIL THIS SHEET o
WEDGE CURB
qg SEE DETAIL THIS SHEET
SECTION K - PRIVATE ALLEYS
NTS
PROJ FENCE
BNDY
I y 2' 10, 2' VARIES 4'
ELEV ACCESS ROAD
466.5
SAN 50 YR WSEL W FB = 466.1 2%
RAMON f-- ___--
CREEK -
EDGE OF
RIPARIAN 3 — — — ELEV
__—— — 466.8
EX GROUND
SECTION L
NTS
FC
FC 6'± 3' VARIES 3' 7' OR 9' 4' CAMINO RAMON
4.5' PROPOSED BIORETENTION BASIN LANDSCAPE S/W
D/W BLDG W/UNDERGROUND STORMWATER
11 PROPOSED CAPTURE MODULES 1
BLDG (SWO + HM)
2% MIN 18" MAX
2% 12% 3 % 3'� 2:1 2
--
FC
6.25'
PROPOSED
BLDG
CITY STANDARD
CURB & GUTTER
(ST-105 "TYPE A")
10' SOUNDWALL
SEE LS PLANS
j EG
12" MAX
SECTION Q
NTS
3'
8" PCC
6" CLASS II
AGG. BASE
3' VALLEY GUTTER
NTS
NOTE: SEE TOWN OF DANVILLE STANDARD PLAN 112
FOR ADDITIONAL DETAILS NOT SHOWN HERE
20'PROJ
SELF BNDY
RETAINING FC
6' 4' CAMINO RAMON
611
2%
R=0.5"
FLUSH CONCRETE BAND
NTS
SECTION R
NTS
NT
101
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SLOPE VARIES
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sHT
NTS
NTS
C'
C5
OF 11
10' SOUNDWALL
1
GRADING DAYLIGHT OCCURS -
AT BACK OF WALK ALONG
"Tllr' CAIVl1 i'. RAMON
GRADING DAYLIGHT
0 30 60
SCALE: 1 "=30'
CCCFCD GRAVEL
ACCESS ROAD
GRADING DAYLIGHT OCCURES
AT PROJECT BOUNDARY
UNLESS OTHERWISE NOTED
GRADING NOTES:
1. THE PRELIMINARY GRADING PLAN ANTICIPATES A BALANCE BETWEEN CUT
AND FILL. SEE EARTHWORK SUMMARY TABLE.
2. NO GRADING SHALL BE PERMITTED ON THIS SITE UNTIL A FINAL
GRADING PLAN AND AN EROSION AND SEDIMENTATION CONTROL PLAN
HAVE BEEN REVIEWED AND APPROVED BY THE TOWN OF DANVILLE AND A
GRADING PERMIT IS ISSUED IN ACCORDANCE WITH THE TOWN OF
DANVILLE GRADING ORDINANCE.
3. NO GRADING WORK WILL BE ALLOWED DURING THE RAINY SEASON, FROM
OCTOBER 1 TO APRIL 30, EXCEPT UPON A CLEAR DEMONSTRATION, TO
THE SATISFACTION OF THE DIRECTOR OF THE PUBLIC WORKS, THAT AT
NO STAGE OF THE WORK WILL THERE BE ANY SUBSTANTIAL RISK OF
INCREASED SEDIMENT DISCHARGE FROM THE SITE.
4. SEE SHEET C5 FOR SECTIONS.
EARTHWORK SUMMARY:
THE EARTHWORK SUMMARY IS PROVIDED AS A COURTESY AND
CONVENIENCE TO THE CONTRACTOR. THE EXCESSES OR SHORTAGES
SHOWN ARE APPROXIMATE CALCULATED QUANTITIES BASED ON THE
DIFFERENCES BETWEEN EXISTING GROUND ELEVATIONS AND ROUGH GRADE
ELEVATIONS. FOR THIS REASON AND BECAUSE OF VARIABLES SUCH AS
COMPACTION, SHRINKAGE AND THE CONTRACTOR'S METHOD OF OPERATION,
THE VOLUME OF DIRT MOVED IN THE FIELD WILL IN ALL LIKELIHOOD DEVIATE
TO SOME EXTENT FROM THE CALCULATED VOLUME. THE EARTHWORK
SUMMARY DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY
REQUIRED TO DETERMINE FOR HIMSELF THE QUANTITY OF EARTHMOVING
THAT WILL BE REQUIRED TO ROUGH GRADE THIS JOB. IT IS UNDERSTOOD
THAT THE CONTRACTOR'S BID PRICE FOR ROUGH GRADING THIS JOB IS
BASED ON THE CONTRACTOR'S OWN EARTHWORK ESTIMATE AND INCLUDES
PROVISION FOR ANY GRADE ADJUSTMENTS REQUIRED TO BRING THE JOB TO
THE ROUGH GRADE, AS DEFINED ON THE PLANS.
AREA
ESTIMATED
CUT (CY)
ESTIMATED
FILL (CY)
RAW COMPUTER RESULTS
3930
5670
SHRINKAGE (SEE NOTE 1)
0
560
CONSOLIDATION (SEE NOTE 2)
0
3800
TRENCH SPOILS (SEE NOTE 3)
1910
0
LOT SPOILS (SEE NOTE 4)
2500
0
TREE ROOT (SEE NOTE 5)
0
300
STORMWATER CAPTURE MODULES (SEE NOTE 6)
680
0
SIDEWALK CONSTRUCTION @ EBRPD FRONTAGE
140
0
SIDEWALK CONSTRUCTION @ PROJECT FRONTAGE
50
0
SELF RETAINING AREAS ALONG W&S BOUNDARIES
120
0
IMPORT ALLOWANCE REQUEST BY DEVELOPER
1000
0
TOTALS
10,330
10,330
IN THE EVENT THAT THE OVERALL SITE DOES NOT BALANCE AS INDICATED
ABOVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY MACKAY & SOMPS
FOR ADDITIONAL DIRECTION ON HOW TO UTILIZE THE ADJUSTMENT AREAS AS
INDICATED ON THIS PLAN.
NOTES:
1. BASED ON CONVERSATIONS WITH THE PROJECT GEOTECHNICAL
ENGINEER AND SIMILAR PROJECTS IN THE VICINITY OF THIS SITE, A
SHRINKAGE OF 10% IS ANTICIPATED.
2. BASED ON CONVERSATIONS WITH THE PROJECT GEOTECHNICAL
ENGINEER, A CONSOLIDATION BETWEEN 3"-4" DUE TO ORCHARD
BACKFILL AND AN ADDITIONAL 1"-1.5" FOR CLAY IS RECOMMENDED.
BASED ON THOSE RECOMMENDATIONS A 4.5" VALUE HAS BEEN CHOSEN
TO CALCULATE CONSOLIDATION WITHIN THE PROJECT LIMITS.
3. TRENCH SPOILS ARE CALCULATED FOR GRAVITY PIPES ONLY AND
ANTICIPATE A TRENCH SECTION OF THE PIPE DIAMETER PLUS 6" ON
EITHER SIDE NON-NATIVE BACKFILL TO THE PIPE CROWN FOR SD. FOR
W AND SS, AGGREGATE BACKFILL.
4. ASSUMES LOT SPOILS OF 125/CY PER BUILDING FOR BUILDINGS 1-15 AND
300 CY FOR BUILDINGS 16 & 17.
5. A VOLUME OF 3 CY PER TREE FOR 100 TREES FOR ROOT VOLUME
REMOVAL & SHRINKAGE HAS BEEN ADDED AT THE REQUEST OF THE
DEVELOPER.
6. VOLUME OF STORMWATER CAPTURE MODULES IS 16' X 8' X 8' AND THERE
ARE 18 UNITS.
7. PAD GRADES AS SHOWN WERE CALCULATED ASSUMING A DIFFERNCE
BETWEEN FINISH FLOOR AND PAD OF 12" TO ACCOUNT FOR THE
FOUNDATION (INCLUSIVE OF CONCRETE, IMPERVIOUS BARRIER, SAND
AND THE LIKE). ANY DIFFERENCE IN THIS SLAB THICKNESS MUST BE
BROUGHT TO THE ATTENTION OF THE DEGIGN ENGINEER IMMEDIATELY.
THIS PLAN SET AND THE PAD GRADES SHOWN MAY NEED TO BE REVISED
IF THE FINAL SLAB THICKNESS DIFFERS FROM ABOVE, WHICH MAY
IMPACT EARTHWORK CALCULATIONS.
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PROJECT N0.
29036.TRU2
SHT
C6
OF 11
11-09-2023 9:00am Kim Reed P:A29036\PLN\TM\TM-06_PRELIMINARY GRADING.DWG
l�7_ - - - - = - - BUBBLE UP - _ _ _
-� _ _
III SWQ/SELF RETAINING AREA i CB SS_ -DI
-3.23 II INV 460.38 IN
IIFf_====_____ M=____=====J
III II
I �
III II
II I SSMH SSMH �,0•0 5
II I INV 460.12
III INV 461.44 �-
111 II
III II
II I
;II II
III �I
II I co
1 I I E I I c�
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o w
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III II °° °° r" �
111 II w
111 II � E- :
IIII
I
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III �I I o9.
II II
;II it I o
III II CB
II I INV 464.54
III II
III II W
III II FH Lo CD W
o N Lu mv'
II I �o wCn 7 CB
II II I W
S=02,00�50 Li
INV 464.08
III II
II II CB
III II I INV 464.44
III II
III it 5'. 11' 5'11
� o
III I I N •
III II co
III II SSMH
II II INV 458.71
III II .�
III I I o
rD
III II N d Lo o�
III I I C-Dw �, 2.42
III II o I o J
m 34 '
III II d PRAE, EBMUD,
I
PUE SSE'EVAE
8' 11 ' 7'I CB
III II I INV 462.12
II [ ��
II w SSMH
I
III ¢ II IN INV 457.89 FH
III I I INV 463.11 C C
III ~ II o
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IIIQ I �>
ICE II SSMH Ln... s°w o SDMH
°` INV 458.78 N N ° �'
III J II S=0.0078 o N W �, T INV 461.9
I I co I I s"ss � LL; S=0. 0050
Lo
III II IA'
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'll II I INV 463.01
III II 22'
PRAE,EBMUD, CB
II II _PUE SSE EVAE INV 461.80
II II
III II 8'
III II T c0
II I C_ I C-D o
m
co
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111 I I CD o
III II SSMH CB
7 III II INV 459.84 7T4 6-2.5-0 SSMH
II II INV 456.91
-DI------------------DI= --
,II I INV 461.42 S=0.0050 jBUBBLE UP INV 460.70 i ■.
• 12"SD
.. ..�..�..�..�..�.. 12°sD ..�..�..�........-.. g=p.0050 D�yO
II JI II- - - - - - - - - - - - SWQ/SELF RETAINING AREA - - : jI 5=�5„SD �'•
REMOVE EX 8"SS STUB
- INV 461.79
I
.,`so
CB '
\ ♦,
INV 461.47
r CCCFCD GRAVEL A
B� - CCESS ROAD
C
C
C
C
C
-
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-
-
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L
EV
EV
EV
nT
EV
EV
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INV 460.99
W ♦
♦
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INV 460.72
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-INV 458.03
C ♦
C / �
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C ♦
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INV 457.40 - - - -
C A MIN O RA M O N o o �, o I CB UNTREATED STORMWATER TO SUMP PUMP , \-STORMDRAIN - FH
n o o INV 459.00 ENTER THE UNDERGROUND
--- ---- ---- ---- ----
0 0 -- ---- ---- -- OUTLET RISER --------- ♦--�--- ---- ---- --- -
_ �;, _ STORMCAPTURE MODULES UNTREATED STORMWATER TO
--- - - -- - - �- - - - - T - ---- - --- -- -- - --- - -- --- - - - - -- -T - -----��- - ENTER THE UNDERGROUND - - - - - - - - -
i CONNECT TO STORMCAPTURE MODULES CONNECT TO
EX WATER SYSTEM _ EX WATER SYSTEM
LEX SDMH
---- ---- ---- --- ---- ---- ---- ---- --- - --_ , -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - ---- ---
- - - - - - - - - - - - - - - - - - - - - ' ' --- -- - - - - - - - - - - - - - -
_ - - - - - - - - ---- ---- --- ---- ---- ----
CONNECT TO EX STORM DRAIN SYSTEM
AT SDMH RAISE SDMH RIM TO GRADE�O CONNECT TO
EX SEWER SYSTEM
INV 460.40
I� U INV 456.58
0 30 60
Moog
SCALE: 1 "=30'
LEGEND:
SELF -RETAINING AREA
STORMWATER QUALITY/ HYDROMODIFICATION BASIN
- - EXISTING PROPERTY BOUNDARY
NOTES:
1. UTILITIES SHOWN IN THE PRELIMINARY UTILITY PLAN ARE
SUBJECT TO FINAL ENGINEERING DESIGN AND TOWN OF
DANVILLE, EBMUD, CCCSD, AND PG&E REVIEW AND APPROVAL.
2. WATER SYSTEM TO BE DESIGNED BY EBMUD.
3. LOCATE WATER METERS PER EBMUD STANDARDS.
4. LOCATE SS LATERAL STUBS PER CCCSD STANDARDS.
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PROJECT N0.
29036.TRU2
SHT
C7
OF 11
11-09-2023 9:00am Kim Reed P:A29036\PLN\TM\TM-07_PRELIMINARY UTILITY.DWG
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CAMINO RAMON
_ - - INSTALL CB SEDIMENT
BARRIER AT NEXT CB
I - ON CAMINO RAMON
I
EROSION CONTROL NOTES:
24-HOUR CONTACT PERSON: TO BE DETERMINED ONCE A CONTRACTOR IS CHOSEN
1. THE FACILITIES SHOWN ON THIS PLAN ARE DESIGNED TO CONTROL SEDIMENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL
30, AFTER ROUGH GRADING HAS BEEN COMPLETED. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 1ST OF ANY YEAR THAT
GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. INSTALL AND MAINTAIN ALL REQUIRED EROSION CONTROL
MEASURES IN ACCORDANCE WITH ABAG STANDARDS.
2. MAINTENANCE IS TO BE PERFORMED AS FOLLOWS:
A. REPAIR DAMAGE CAUSED BY SOIL EROSION OR CONSTRUCTION AT THE END OF EACH WORKING DAY.
B. STRAW WATTLES, BERMS AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED.
C. SEDIMENT SHALL BE REMOVED AND SEDIMENT TRAPS RESTORED TO ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO
WITHIN ONE FOOT OF THE OUTLET ELEVATION.
D. SEDIMENT REMOVED FROM TRAPS SHALL BE DEPOSITED IN SUITABLE AREAS AND IN SUCH A MANNER THAT IT WILL NOT ERODE.
E. RILLS AND GULLIES MUST BE REPAIRED.
3. AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY
TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS -FLOW AT
FREQUENT INTERVALS WHERE TRENCHES ARE NOT ON THE CENTER LINE OF A CROWNED STREET.
4. HYDROSEED ALL DISTURBED AREAS. AFTER HYDROSEEDING HAS BEEN COMPLETED. SPRAY ALL AREAS WITH TACKIFER AND STRAW.
REFER TO THIS SHEET FOR MIX.
5. DURING THE RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE
MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAIN SYSTEM.
6. INLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL SHALL BE BLOCKED UNLESS THE AREA DRAINED IS UNDISTURBED OR
STABILIZED.
7. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THIS EROSION
CONTROL PLAN SHALL BE MADE ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE TOWN'S ENGINEERING DEPARTMENT.
8. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL.
9. AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM INFLOW OF
SILT BY USING EROSION CONTROL MEASURES.
10. CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT, AND MATERIALS TO PROVIDE EROSION CONTROL MEASURES MADE NECESSARY BY A
CONSTRUCTION OPERATION, ON THE JOB SITE BEFORE BEGINNING THAT OPERATION.
11. ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM WATERS.
12. A CONSTRUCTION ENTRANCE CONSISTING OF MIN. 8" THICK 2" - 3" COARSE DRAINROCK FOR A DISTANCE OF 50' IS TO BE
PROVIDED AT EACH VEHICLE ACCESS POINT TO EXISTING PAVED STREETS, PER ABAG STANDARDS.
13. THIS PLAN MAY NOT COVER ALL OF THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD
CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE TOWN'S ENGINEERING
DEPARTMENT.
14. INSTALL STRAW WATTLES PER DETAIL ON THIS SHEET.
RECOMMENDED HYDROSEED MIX:
SEED VARIETY LBS. PER ACRE
REGREEN 36
ZORRO 6
BLANDO 15
ROSE CLOVER 8
CAL POPPY 4
BLUE LUPINE 6
TOTAL 75
THE EROSION CONTROL MATERIALS SHALL BE MIXED AND APPLIED IN
APPROXIMATELY THE FOLLOWING PROPORTIONS:
MATERIAL LBS/AC. (SLOPE MEASURE.)
SEED 75 LBS
WOOD FIBER MULCH 2,000 LBS
R BINDER 60 LBS
FERTILIZER (20-20-10) 400 LBS
WATER AS NEEDED FOR APPLICATION
0 20 40 80
SCALE: 1 "=40'
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NOTES:
1. REPAIR OR REPLACE SPLIT, TORN,
UNRAVELING OR SLUMPING FIBER ROLLS.
2. INSPECT FIBER ROLLS WHEN RAIN IS
FORECAST, FOLLOWING RAIN EVENTS
AND AT LEAST DAILY DURING PROLONGED
RAINFALL. PERFORM REQUIRED
MAINTENANCE.
3. IN MOST CASES, FIBER ROLLS DO NOT
REQUIRE REMOVAL AND CAN BE
ABANDONED IN PLACE. IF NOT
EXCESSIVELY SOILED. ROLLS MAY BE
REPLACED AND REUSED.
x
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2,-3'
(0.6-1 m)
TYPICAL CONSTRUCTION STAKE
SAW 2X4 (100X50mm) LUMBER
ON DIAGONAL
WATTLES
ALONG C/G &
SIDEWALK
LEGEND
STRAW WATTLES
X X
PERIMETER SILT FENCE
HYDROSEED (APPROXIMATE LIMITS)
GRAVEL CONSTRUCTION ENTRANCE
0
CATCH BASIN SEDIMENT BARRIER
BACK OF SIDEWALK
A
CATCH BASIN GRATE
BACK OF CURB CURB INLET
CONCRETE BLOCK
R
WOVENBAGS
NCANVA S OR PLASTIC
E
E
E
E
WIRE SCREEN OR
FILTER FABRIC
14 " 0 DRAIN ROCK A CONCRETE BL OCK
(NO FINES( IN WOVEN 8" X 8" X 16" CMU
PLAN VIEW
CANVAS OR POLY BAGS
& HALF BLOCKS
AS REQUIRED
OVERFLOW PONDING
HEIGHT
CONCRETE BLOCKS
0 00
a
WINE SCREEN OR
FILTER FABRIC
CATCH BASINAV-
RNR�
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NOTES:
I. USE BLOCK AND ROCK BAG SEDIMENT
SECTION A - A
BARRIER WITH CURB INLETS TO ALLOW
WATER TO POND AND ALLOW SEDIMENT TO
SEPARATE FROM RUNOFF.
2. BARRIER SHALL ALLOW FOR OVERFLOW
FROM SEVERE STORM EVENT
CATCH BASIN
A ECORVERSDT°DDREAH5-RMENT
SEDIMENT BARRIER
SEDIMENT
LOOSE ROCK MUST SE REMOVED FROM
THE TRAVELWAY IMMEDIATEL Y.
ED
(BLOCK & BAG)
O
FIE: BLCICCIIRB
DIVERS/ON RIDGE REQUIRED
WHERE GRADE EXCEEDS 27 2 OR ,GREATER
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8 "THICK
F/LTER FABRIC
SECTION A - A
� NOTE �
STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES
OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS
EQUIVALENT HE/GHT TO CHANNEL/ZE RUNOFF TO
BASIN AS REQUIRED.
SUPPLY WATER TO WASH
WHEELS /F NECESSARY
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PLAN
NOTES:
THE ENTRANCE SHALL BE MAINTAINED /N A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS THIS MAY
REQUIRE TOP DRESSING, REPAIR ANDIOR CLEANOUT OF ANY MEASURES USED
TO TRAP SEDIMENT
2. WHEN NECESSARY, WHEELS SHALL BE
CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-oF-WAY. TEMPORARY
3. WHEN WASHING /S REOUIRED, IT SHALL SE GRAVEL
DONE
o E°H4T DRAINS INTOILANM PRo Eo SHE° CONSTRUCTION
SEDIMENT TRAP OR SEDIMENT BASIN ENTRANCE E X I T
OO FILE• ENTRANCE
PREFABRICATED SILT FENCE
STEEL OR --\
WOOD POST
FILTER FABRIC ATTACHED
SECURELY TO UPSTREAM
SIDE OF POST -----7 —109
FLOW
_—� -di
—°
-- --- -- 0' (3m) MAX/MUM SPAC/NG WITH
WIRE SUPPORT FENCE
6' (/.8m) MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
STEEL OR WOOD POST
36 " (I m) HIGH MAX
PONDING HEIGHT
PONDING HEIGHT
FLOW
314" (20mm(
MIN DRAIN ROCK
FLOW 9" MAX
�Tr
(225mm(
8" (200mm)
STORAGE HT
i
12" MIN 12" MIN.
(300mm( (300mm(
L4' -6" (100 X 150mm(
TRENCH WITH COMPACTED
BACKFILL
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE DONNING EFF/CIENCY NOT TO SCALE
2. INSPECT AND REPAIR FENCE AFTER EACH
5 STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY 9 " (225mm( MAXIMUM
RECOMMENDED STORAGE HEIGHT
3. REMO I/ED SEDIMENT SHALL BE DEPOSITED SILT FENCE
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF SITE AND CAN BE PERMANENTLY
STAB/L/ZED.
FRE: SI"FENC
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PROJECT N0.
29036.TRU2
SHT
C8
OF 11
1
11-09-2023 9:01am Kim Reed
P:A29036\PLN\TM\TM-08_EROSION CONTROL PLANT WG
�AL KWAY AREA RUNOFF WITHIN
A2 SHEET FLOWS TO THE
ELF RETAINING AREAS (TYP)
PAVEMENT WITHIN DMA 2
S TO THE SELF RETAINING
BY SD PIPE/BUBBLE UP SYSTEM
DMA 2
ALLEY PAVEMENT WITHIN DMA 2
DRAINS TO THE SELF RETAINING
AREA BY SD PIPE/BUBBLE UP SYSTEM.
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CAMINO RAMON '
BIORETENTION BASINS TO TREAT DMA 1 - - -
-----------------------------------------------� , ---
(TREATMENT AND FL ----_---- --
-1 -- -- __ -- -- -- -- - - --- -- --
_ T OW CONTROL) � � _--!�
STORMCAPTURE STORAGE
---------------------------------------- I i _— -MODULES (TYP) -
---------------------------------------------—-----------------------------------------------------_ 15 UNITS TOTAL
0 20 40 80
SCALE: 1 "=40'
I
IMP SIZING CALCULATOR RESULTS
Project Name: Borel Property
Project Type: Treatment and Flow Control
Location: Danville
APN:
Drainage Area: 304920 sf
Mean Annual Precipitation: 21.25 in
I. Self -Treating Areas
DMA Name Area (sq ft)
Parcel O - CCCFCD 5491
II. Self -Retaining Areas
DMA Name Area (sq ft)
Self Ret 8400
III. Areas Draining to Self -Retaining Areas
Area (sq Runoff
DMA Name Surface Type
Product (Area x Runoff
Receiving Self
Receiving Self-Retaing DMA Area Ratio
ft Factor
Factor)[A]
Retaining DMA
(sq ft B A / B
Pvmt-Walkway 6,720.0 Concrete or
1.0
6,720.0
Self Ret
8,400 0.80
Self Ret Asphalt
Perv-Self Rat 1,680.0 Landscape 0.7
1,176.0
Self Ret
8,400 0.14
IV. Areas Draining to IMPs
IMP Name: IMP1 (Soil Type: D)
IMP Type: Cistern + Bioretention Facility
Soil Type: D
Post- DMA
DMA DMA Project DMA Area
Name Area Surface Runoff x
(sq ft) Factor Runoff
Type
IMP Sizing
Factor
Paving 77,621 Concrete or Asphalt 1.00 77,621
Roof 114,902 Conventional Roof 1.00 114,902 IMP
Rain
Proposed
Walkways 18,149 Concrete or Asphalt 1.00 18,149 Sizing
Adjust- Minimum
Area or
Pervious 67,057 Landscape 0.70 46,940 Factor
ment Area or Volume
Factor
Volume
Total 257,612
Area 0.017
1.069
4,683 4,900
Volume 0.063
0.954
15,480 15,900
Maximum Underdrain
Flow (cfs) 0.55
Software Tool Warnings
No warnings to report.
Report generated on 9/29/2023 120000 AM by the Contra Costa Clean Water Program IMP Sizing Tool software (version 1-3.1.0)-
PERVIOUS LANDSCAPE AREA
68,737 SF (OF WHICH SELF RETAINING AREA
1,680 SF DRAINS TO 8S400 SF
SELF -RETAINING AREA)
IMPERVIOUS ROOF AREA BIORETENTION BASIN
114,902 SF (SWQ/HM)
4,900 SF
IMPERVIOUS STREET AREA
82,621 SF (OF WHICH SELF TREATING AREA
5,000 SF DRAINS TO 5,491 SF
SELF -RETAINING AREA) '
IMPERVIOUS WALKWAY AREA ■ ee■ ee■ . DMA BOUNDARY
19,930 SF (OF WHICH
1,780 SF DRAINS TO
SELF -RETAINING AREA)
SD OUTLET RISER
2" CLEAN CRUSHED ROCK BID RETENTION LANDSCAPING o PAD ELEVATION
PER LANDSCAPE PLANS
FINISHED GRADE ELEVATION
18 SOIL MIX - 5 INCHES / HOUR I I
INFILTRATION RATE (�I
11 I DRAINS TO EX SD SYSTEM
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MATERIAL OR EQUAL ��BO TT 0 OF ROCK AL YER �OCID
4" PERFORATED SUBDRAIN
-----------1 r--------- — — — — --1 r-———————— — — — — — —
DRAINS INTO STORMCAPTURE MODULES I I I I I I DRAINS INTO STORMCAPTURE MODULES
STORMWATER PUMPED TO
BID RETENTION BASIN FOR I I STORMCAPTURE
TREATMENT I I STORAGE MODULE
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STORAGE
AMODULE FORSUMPPUMP B10 RETENTION BASIN /
STORAGE MODULE DETAIL
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SHT
C9
OF 11
I
11-09-2023 9:01am Kim Reed
P:A29036\PLN\TM\TM-09_WATER QUALITY.DWG
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/ \ INSTALL NEW SIGN AND POST PER NOTED DESIGNATION
r ♦ STREET NAME SIGN PER TOWN OF DANVILLE STANDARD PLAN NO.
cC!3 SNS 121 WITH UPPER AND LOWER CASE LETTERING. "PVT" LOGO TO BE
jq'I LJ
ADDED TO LOWER RIGHTHAND CORNER OF SIGN IN PRIVATE ALLEYS.
m
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/ INSTALL NEW STRIPING PER NOTED DESIGNATIONS
- - - - - - - RED CURB (FIRE LANE NO PARKING)
/ ■ BLUE REFLECTIVE MARKER AT FIRE HYDRANT
♦ EV ELECTRIC VEHICLE CHARGING SPACE
/ R1-1 STOP SIGN
♦ R3-2 NO LEFT TURN
/ R28(S) NO STOPPING ANYTIME
♦ W3-1 STOP AHEAD
♦ 0 D PER CALTRANS A24D
C COMPACT PARKING SPACE
50' DETAIL 23, DECORATIVE PAVEMENT PER LANDSCAPE PLANS
/ NOTES:
1. SIGNING, STRIPING AND PAVEMENT MARKERS SHALL CONFORM TO THE
APPLICABLE DETAILS OF THE TOWN OF DANVILLE DESIGN GUIDELINES, THE
LATEST CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD
ENTRANCE SIGN FIRE PLANS, STANDARD SPECIFICATIONS, AND THE APRIL 2017 CALIFORNIA MUTCD
LANE, SEE LEGEND SIGN SPECIFICATION SHEETS.
, / — —i — - 2. ALL STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED. ALL
- �-- _ — 12" WHITE
STOP SIGN AND S BAR
AR
TO BE PLACED PER TOWN OF
DANVILLE STD 117
TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE APPLIED AT A THICKNESS
OF 0.15 INCH.
3. INSTALL BLUE PAVEMENT MARKERS AT EVERY FIRE HYDRANT PER DETAIL THIS
SHEET.
4. ALL SIGNS SHALL HAVE 7 FOOT CLEARANCE FROM GROUND TO SIGN PANEL.
5. SIGNS SHALL BE LOCATED 2' FROM THE FACE OF CURB IF THERE IS NO
ADJACENT S/W.
6. EV CHARGING SPACE LOCATIONS SHOWN ARE CONCEPTUAL. FINAL LOCATIONS AND
NUMBER OF STALLS TO BE DETERMINED DURING FINAL DESIGN.
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PARKING SUMMARY
PROJECT NO.
PARKING PROVIDED = 103 STALLS 129036.TRU21
COMPACT PARKING = 31 STALLS
STANDARD PARKING = 72 STALLS
SHT
* PER THE TOWN OF DANVILLE MUNI CODE 32-45-30, COMPACT
STALLS SHALL NOT EXCEED 30% OF THE REQUIRED PARKING LOT. C 10
11-09-2023 9:01am Kim Reed P:A29036\PLN\TM\TM-10_STRIPING.DWG
OF 11
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EAST BAY REGIONAL
PARK DISTRICT
APN 218-090-033 '
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PROPOSED FENCE
PROPOSED PROPERTY LINE
----------- - - - - -- EXISTING PAE EASEMENT
GENERAL NOTES:
1. EXISTING CURB AND GUTTER TO REMAIN EXCEPT AS NOTED
PROTECT IN PLACE.
2. PROPOSED SIDEWALK TO TRANSITION AND TIE INTO THE
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BOREL PROPERTY
LAND USE AND
DENSITY EXHIBIT
DANVILLE CALIFORNIA
0 30 60
SCALE: 1 "=30' "Ill IMACKAY & comps
ENGINEERS PLANNERS SURVEYORS
5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
MACKAY & SOMPS IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
REPRODUCTIONS OF THIS DOCUMENT THAT ARE GENERATED BY OTHERS FROM ELECTRONIC MEDIA
PLEASANTON 1 " = 30' 11-10-2023 29036.TRU.P
11-10-2023 11:00am Kim Reed
P:\29036\PLN\EXH-P\EXH-LAND USE AND DENSITY.DWG
OFFICE
SCALE
DATE I JOB NO.
UNIT MIX CHART - TOWNHOMES
UNIT NAME
DESCRIPTION
GARAGE
GARAGE TYPE
QUANTITY
%
UNIT NET
UNIT GROSS
S.F.
S.F.
S.F.
UNIT 1
3 BED + 3 BATH
546
2-CAR (1 STD. + 1 TANDEM)
32
25.81
1533
2079
UNIT 2
3 BED + 3 BATH
449
2-CAR (2 STD.)
32
25.81
1616
2065
UNIT 3
2 BED + 2 BATH +
445
2-CAR (1 STD. + 1 SUBCOMPACT
15
12.10
1504
1949
PWDR
TANDEM)
UNIT 3 ALT
2 BED + 2 BATH +
445
2-CAR (1 STD. + 1 SUBCOMPACT
15
12.10
1498
1943
PWDR
TANDEM)
UNIT 4
3 BED + 3 BATH +
425
2-CAR (2 STD.)
17
13.71
1802
2227
PWDR
UNIT 4 ADP
2 BED + 2 BATH + 2
425
2-CAR (2 STD.)
13
10.48
1802
2227
PWDR
124
100.00
TOTAL:
UNIT MIX CHART - APARTMENTS
UNIT NAME
DESCRIPTION
QUANTITY
%
BMR QUANTITY
BMR %
UNIT NET
S.F.
UNIT GROSS
S.F.
UNIT 1
1 BED + 1 BATH
20
46.51
20
46.51
564
602
UNIT 2
2 BED + 1 BATH
12
27.91
12
27.91
815
859
UNIT 3
3 BED + 2 BATH
11
25.58
11
25.58
1065
1116
TOTAL:
43
100.00
43
100.00
MANAGER'S UNIT: 3 BED + 1 BATH - NOT
RENTABLE
1
2.33
0
0.00
1065
1116
BUILDING AREA SUMMARY
6 UNIT BUILDING:
FIRST FLOOR:
SECOND FLOOR:
THIRD FLOOR:
TOTAL RESIDENTIAL:
GARAGE:
OWNHOMES) -
(x 4 BUILDINGS
1)301 S.F.
5,204 S.F.
4,288 S.F.
17,152 S.F.
4,172 S.F.
16,688 S.F.
9,761 S.F.
397044 SQ. FT.
21735 S.F.
10,940 SQ. FT.
8 UNIT BUILDING:
(x 5 BUILDINGS)
FIRST FLOOR:
11656 S.F.
81280 S.F.
SECOND FLOOR:
51734 S.F.
28,670 S.F.
THIRD FLOOR:
51520 S.F.
27,600 S.F.
TOTAL RESIDENTIAL:
12,910 S.F.
64,550 SQ. FT.
GARAGE:
3,730 S.F.
18,650 SQ. FT.
10 UNIT BUILDING:
(x 6 BUILDINGS)
FIRST FLOOR:
2,011 S.F.
12,066 S.F.
SECOND FLOOR:
7,180 S.F.
43,080 S.F.
THIRD FLOOR:
6,868 S.F.
41,208 S.F.
TOTAL RESIDENTIAL:
16,059 S.F.
96,356 S.F.
GARAGE:
4,725 S.F.
28,350 SQ. FT.
BUILDING AREA SUMMARY (APARTMENTS)
'BUILDING'A' - 20 UNITS + COMMUNITY ROOM & LAUNDRY
FIRST FLOOR:
9,155 S.F.
SECOND FLOOR:
8,632 S.F.
THIRD FLOOR:
8,420 S.F.
TOTAL AREA =
26,207 S.F. x (1) BUILDING
A = 26,207 SQ. FT.
'BUILDING'B' - 24 UNITS
FIRST FLOOR:
9,155 S.F.
SECOND FLOOR:
8,632 S.F.
THIRD FLOOR:
8,420 S.F.
TOTAL AREA =
26,207 S.F. x (1) BUILDING B = 261207 SQ. FT.
N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
THE FOLLOWING TABLE SUMMARIZES THE PROJECT:
SETBACKS
FRONT
REAR
RIGHT SIDE
LEFT SIDE
HEIGHT:
FLOOR AREA RATIO (F.A.R.).
MAXIMUM ALLOWABLE = 80%
FAR CALCULATION
SITE AREA = 7.01 ACRES
305,356 SQ. FT.
REQUIRED / ALLOWED
25' MIN.
20' MIN.
20' MIN.
20' MIN.
35' (M-25);
37' (M-30)
ALLOWABLE SQ.FT.
80% MAX.
244)284 SQ. FT.
AFFORDABLE HOUSING / DENSITY BONUS
AFFORDABLE HOUSING
AFFORDABLE UNITS:
kA/A l k/F R.
1. FLOOR AREA RATIO
2. BUILDING HEIGHT
3. BUILDING -TO -BUILDING
DISTANCE
4. BUILDING HEIGHT LIMIT
AT AREA A (PER DANVILLE
2030 GENERAL PLAN, PG. 3-55)
TOTAL BUILDING AREA PROVIDED
(EXCLUDES TOWNHOUSE GARAGES, PORCHES, & DECKS)
TOWNHOUSE 6-UNIT BUILDINGS
TOWNHOUSE 8-UNIT BUILDINGS
TOWNHOUSE 10-UNIT BUILDINGS
APARTMENT BUILDING A
APARTMENT BUILDING B
TOTAL BUILDING AREA
= 39,044 SQ. FT.
= 64,550 SQ. FT.
= 96,356 SQ. FT.
= 26,207 SQ. FT.
= 26,207 SQ. FT.
252,364 SQ. FT.
PROJECT DATA TABLE
PROPOSED ADDRESS: CAMINO RAMON RD. AT CAMINO RAMON PLACE
25' DANVILLE, CA 94526
20' APN: 218-090-034
20' GENERAL PLAN: RESIDENTIAL HIGH/MEDIUM DENSITY 20-25 DU/AC (M25) -1.93 AC
30' RESIDENTIAL HIGH DENSITY 25-30 DU/AC (M30) - 4.95 AC
ZONING: PLANNED UNIT DISTRICT (P-1)
39'-11" (APARTMENTS)
36'-11" (TOWNHOMES) SITE AREA: AREA A: (M25): 1.93 ACRES (84,071 S.F.)
AREA B: (M30). 4.95 ACRES (215,622 S.F.)
6.88 ACRES
CCCFCD SERVICE ROAD .13 ACRES (5,663 S.F.)
(NOT INCLUDED IN DENSITY
CALCULATION)
PROVIDED SQ. FT.
82.6% MINIMUM DENSITY: 20 (AREA A): 20 DU/AC (1.93 AC) = 38.6 UNITS
252,364 SQ. FT. 25 (AREA B): 25 DU/AC (4.95 AC)=123.75 UNITS
162.4
=163 UNITS MINIMUM
PROPOSED DENSITY: 44 UNITS (AREA A: 22.8 du / ac) + 124 UNITS (AREA B: 25.1 du / ac
=168 UNITS PROPOSED
46 B.M.R. PROVIDED (APARTMENTS) BUILDING CODE: 2022 CALIFORNIA BUILDING CODE / DANVILLE MUNICIPAL CODE
OCCUPANCY: R2 / S2 (TOWNHOMES); R2 / A-3 / B (APARTMENTS)
CONSTRUCTION: TYPE V-B (NON -RATED)
FIRE SPRINKLERS: INCLUDED PER C.B.C. 903.2 & 903.3
STANDARD WAIVER
.8 (80%) .826 (82.6%)
35' (AREA A) 40' PARKING STANDARDS (PER DANVILLE MUNICIPAL CODE 32-24.9 )
37' (AREA B) 40' REQUIRED SPACES
1.5 SPACES PER 1 BEDROOM DWELLING UNIT: 30 SPACES (APARTMENTS)
20' MIN. 15'-3" 2 SPACES PER 2 OR MORE BEDROOM DWELLING UNIT: 48 SPACES (APARTMENTS)
2 STORIES 3 STORIES 248 SPACES (TOWNHOMES)
1 GUEST SPACE PER 4 DWELLING UNITS: 43 SPACES
TOTAL REQUIRED: 369 SPACES
(MIN. 1/2 REQUIRED SPACES SHALL BE COVERED =185 SPACES)
DENSITY BONUS PARKING STANDARDS PER GOV. CODE 65915 (p) (1)
REQUIRED SPACES
1 SPACE PER UNIT 1 BEDROOM UNIT: 20 SPACES (APARTMENTS)
1.5 SPACES PER UNIT 20 BEDROOM UNIT: 36 SPACES (APARTMENTS)
186 SPACES (TOWNHOMES)
GUEST AND ADA (INCLUDED): 0 SPACES
TOTAL SPACES REQUIRED: 242 SPACES REQUIRED
PARKING PROVIDED
STANDARD SPACES: 103 SPACES (SURFACE PARKING SPACES)
COVERED SPACES: 186 SPACES (PRIVATE GARAGE SPACES)
TOTAL PROVIDED: 289 SPACES PROVIDED
PROJECT DESCRIPTION
THE BOREL TOWNHOMES / APARTMENT PROJECT IS A MULTI -FAMILY RESIDENTIAL PROJECT
LOCATED ON A 7 ACRE PARCEL AT CAMINO RAMON RD. & CAMINO RAMON PL. IN DANVILLE,
CA. THE PROJECT IS COMPRISED OF TWO RESIDENTIAL PRODUCT TYPES:
1. TOWNHOMES: 124 UNITS OF MARKET RATE UNITS TOTALING 199,950 SQ. FT. OF ABOVE
GRADE RESIDENTIAL LIVING SPACE WITHIN (3) SEPARATE 3-STORY BUILDING TYPES.
EACH TOWNHOME UNIT ALSO CONTAINS A 2-CAR GARAGE WITH (1) LEVEL 2 EV CHARGING
STATION.
2. APARTMENTS: 44 BELOW MARKET RATE (BMR) UNITS TOTALING 33,840 SQ. FT. OF ABOVE
GRADE RESIDENTIAL LIVING SPACE IN (2) 3-STORY BUILDINGS, ONE OF WHICH CONTAINS
2,151 SQUARE FEET OF GROUND -FLOOR COMMUNITY ROOM, RECREATION, OFFICE, &
PUBLIC RESTROOM SPACE, 285 SQ. FT. OF MAINTENANCE / UTILITY SPACE, AND A 317 SQ. FT.
COMMON LAUNDRY ROOM. SEE PARKING ANALYSIS ABOVE FOR PARKING SPACES
PROVIDED ONSITE.
PROJECT DATA
A01
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 sdgarchitectsinc.com Im
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Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
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SITE PLAN LEGEND
TOWNHOUSE UNIT 1
TOWNHOUSE UNIT 2
TOWNHOUSE UNIT 3
TOWNHOUSE UNIT 4
24-UNIT APARTMENT BUILDING
22-UNIT APARTMENT BUILDING
WITH COMMUNITY CENTER
-- PROPERTY LINE
VICINITY MAP
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ARCHITECTURAL SITE PLAN
A03
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com
architects
REAR VIEW
FRONT VIEW
N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
BUILDING 8 MASSING VIEWS
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
32'-0"
THIRD FLOOR PLAN
CR BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
SECOND FLOOR PLAN
UNIT 1 SQUARE
FOOTAGES
UNIT 2 SQUARE
FOOTAGES
UNIT 1 FIRST FLOOR
143 SQ. FT.
UNIT 2 FIRST FLOOR
212 SQ. FT.
UNIT 1 SECOND FLOOR
709 SQ. FT.
UNIT 2 SECOND FLOOR
737 SQ. FT.
UNIT 1 THIRD FLOOR
681 SQ. FT.
UNIT 2 THIRD FLOOR
667 SQ. FT.
UNIT 1 TOTAL LIVING
1533 SQ. FT.
UNIT 2 TOTAL LIVING
1616 SQ. FT.
UNIT 1 TANDEM GARAGE
546 SQ. FT.
UNIT 2 2-CAR GARAGE
449 SQ. FT.
UNIT 1 DECK
57 SQ. FT.
UNIT 2 DECK
41 SQ. FT.
UNIT 1 PORCH
34 SQ. FT.
UNIT 2 PORCH
58 SQ. FT.
UP
UNIT 2
- - - - - - - - - - -
DEN
6-10" x 14'-2" UNIT 2
1:11►11;YA
UNIT 2
PORCH
58 SQ. FT.
0
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UNIT 1
TANDEM GARAGE
1 10'-11" x 43'-3"
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ENTRY
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FIRST FLOOR PLAN
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0 1' 2' 3' 4' 8'
TOWNHOUSE UNIT 1 & 2 FLOOR PLANS
A05
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
THIRD FLOOR PLAN
CR BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
SECOND FLOOR PLAN
UNIT 3 SQUARE
FOOTAGES
UNIT 4 SQUARE
FOOTAGES
UNIT 3 FIRST FLOOR
67 SQ. FT.
UNIT 4 FIRST FLOOR
406 SQ. FT.
UNIT 3 SECOND FLOOR
760 SQ. FT.
UNIT 4 SECOND FLOOR
661 SQ. FT.
UNIT 3 THIRD FLOOR
677 SQ. FT.
UNIT 4 THIRD FLOOR
735 SQ. FT.
UNIT 3 TOTAL LIVING
1504 SQ. FT.
UNIT 4 TOTAL LIVING
1802 SQ. FT.
UNIT 3 2-CAR GARAGE
445 SQ. FT.
UNIT 4 2-CAR GARAGE
425 SQ. FT.
UNIT 3 DECK
77 SQ. FT.
UNIT 4 DECK
43 SQ. FT.
UNIT 3
ENTRY
UNIT 3
TANDEM GARAGE
11'-0" x 38'-0"
64
GAL i
E372 i -
GAL i
2 -
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-------------�o-----
UP
UNIT 3 Li
PORCH
12 SQ. T.
32'-0"
V-
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0
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UNIT 4�
O BA 3
r-=—t 1 0
UNIT 4
BEDROOM 3 UP
11'-1" x 10'-7" UNIT 4
ENTRY
---------- --------------- NIT 4--------------- N
7
PORCH co
70 SQ. FT c3
FIRST FLOOR PLAN
*e%^= I
0 1' 2' 3' 4' 8'
TOWNHOUSE UNIT 3 & 4 FLOOR PLANS
'1•
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com IM
architects
CR BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
UNIT 4 FIRST FLOOR ADAPTABLE PLAN
UNIT 3 SQUARE FOOTAGES
UNIT 3 FIRST FLOOR ALT
61 SQ. FT.
UNIT 3 SECOND FLOOR
760 SQ. FT.
UNIT 3 THIRD FLOOR
677 SQ. FT.
UNIT 3 ALT TOTAL LIVING
1498 SQ. FT.
UNIT 3 2-CAR GARAGE
445 SQ. FT.
UNIT 3 DECK
77 SQ. FT.
UNIT 3 FIRST FLOOR ALTERNATE PLAN
*e%e%==Mt
0 1' 2' 3' 4' 8'
TOWNHOUSE UNIT 3 & 4 ALTERNATE & ADAPTABLE PLANS
A07
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com IM
architects
UNIT 3 UNIT 4 JUNIT1R I UNIT 2R UNIT 4R UNIT 3R
N Borel
Danville, CA
�
November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
40 At
0 1' 2' 3' 4' 8'
BUILDING 5 FRONT ELEVATION
U1111101
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 sdgarchitectsinc.com IM
architects
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96'-2"
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N Borel
Danville, CA
coNovember 10, 2023
UNIT 3 UNIT 4 UNIT 1 R UNIT 2R UNIT 4R UNIT 3R UNIT 3 UNIT 4 UNIT 1R UNIT 2R UNIT 4R UNIT 3R
THIRD FLOOR PLAN FIRST FLOOR PLAN o 2' a' s' s' 16'
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
TOWNHOUSE BUILDING 6 FLOOR & ROOF PLANS
A09
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
UNIT 3R UNIT 4R UNIT 2R UNIT 1 R UNIT 4 UNIT 3
,7
UNIT 3-4
LEFT ELEVATION a@ BLDG. 1, 55 & 15
N Borel
Danville, CA
�
November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
REAR ELEVATION
UNIT 3-4
LEFT ELEVATION
UNIT 3
UNIT 4
UNIT 3-4 R
RIGHT ELEVATION
UNIT 1 R UNIT 2R UNIT 4R UNIT 3R
FRONT ELEVATION
EXTERIOR MATERIALS
1. COMPOSITION SHINGLE
ROOFING
2. EXTERIOR PLASTER
FINISH
3. EXTERIOR PLASTER
FINISH OVER 2x FOAM
TRIM AT GARAGE DOORS
4. 6" SMOOTH FIBER
CEMENT SIDING
5. SMOOTH FIBER CEMENT
PANEL
6. STEEL & WOOD RAILING
7. METAL AWNING
8. INSULATED VINYL
WINDOWS
9. FIBERGLASS FRONT
DOOR
10. VINYL SLIDING GLASS
DOOR
11. SECTIONAL FLUSH PANEL
ROLL -UP GARAGE DOOR
12. METAL FASCIA GUTTER
13. WALL PACK EXTERIOR
LIGHT FIXTURE
14. BACKLIT ADDRESS
4 2' 4' 6' 81 161
TOWNHOUSE BUILDING 6 EXTERIOR ELEVATIONS
U11Ito]
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 5dgarc h ltect5l nc.com 11
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N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
�UNIT4
�UNIT4
UNIT 1R
UNIT 2R
128'-3"
UNIT 2
UNIT 1R UNIT 2R UNIT 2
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SECOND FL
UNIT 1
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UNIT 3R
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TOWNHOUSE BUILDING 8 FIRST & SECOND FLOOR PLANS
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5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com IM
architects
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N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
�UNIT4
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THIRD FLOOR PLAN
0 2' 4' 6' 8' 16'
TOWNHOUSE BUILDING 8 THIRD FLOOR PLAN & ROOF PLAN
A13
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
UNIT 3R UNIT 4R UNIT 1 UNIT 2
UNIT 3
LEFT ELEVATION
N Borel
Danville, CA
�
November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
UNIT 2R UNIT 1 R UNIT 4 UNIT 3
UNIT 3
REAR ELEVATION
UNIT 4
UNIT 1 R
UNIT 2R 1UNIT 2
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B
EXTERIOR MATERIALS
1.
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ROOFING
2.
EXTERIOR PLASTER
FINISH
3.
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FINISH OVER 2x FOAM
TRIM AT GARAGE DOORS
4.
6" SMOOTH FIBER
CEMENT SIDING
5.
SMOOTH FIBER CEMENT
PANEL
6.
STEEL & WOOD RAILING
7.
METAL AWNING
8.
INSULATED VINYL
WINDOWS
9.
FIBERGLASS FRONT
DOOR
10.
VINYL SLIDING GLASS
DOOR
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12.
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FRONT ELEVATION
4 2' 4' 6' 8F 161
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F�,IEl
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 5dgarc h ltect5l nc.com 11
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N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
�UNIT4
UNIT 1R UNIT 2R UNIT 2
UNIT 1
UNIT 2
UNIT 1
UNIT 4R UNIT 3R
FIRST FLOOR PLAN
0 2' 4' 6' 8' 16'
TOWNHOUSE BUILDING 10 FIRST & SECOND FLOOR PLANS
A16
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com IM
architects
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UNIT 3
N BoreI
Danville, CA
co November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
UNIT 4
UNIT 1R UNIT 2R UNIT 2
UNIT 1
UNIT 2
UNIT 1
UNIT 4R UNIT 3R
THIRD FLOOR PLAN
0 2' 4' 6' 8' 16'
TOWNHOUSE BUILDING 10 THIRD FLOOR PLAN & ROOF PLAN
A17
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
EXTERIOR MATERIALS
UNIT 3
c Borel
cDanville, CA
lc*�e) November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
UNIT 4
�UNITlR UNIT 2R UNIT 2
UNIT 3R
RIGHT ELEVATION
UNIT 1
UNIT 2
UNIT 1
1
2.
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9
5
f
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11
12
13
14
UNIT 4R UNIT 3R
FRONT ELEVATION
COMPOSITION SHINGLE
ROOFING
EXTERIOR PLASTER
FINISH
EXTERIOR PLASTER
FINISH OVER 2x FOAM
TRIM AT GARAGE DOORS
6" SMOOTH FIBER
CEMENT SIDING
SMOOTH FIBER CEMENT
PANEL
STEEL & WOOD RAILING
METAL AWNING
INSULATED VINYL
WINDOWS
FIBERGLASS FRONT
DOOR
VINYL SLIDING GLASS
DOOR
SECTIONAL FLUSH PANEL
ROLL -UP GARAGE DOOR
METAL FASCIA GUTTER
WALL PACK EXTERIOR
LIGHT FIXTURE
BACKLIT ADDRESS
4 2' 4' 6' 81 161
TOWNHOUSE BUILDING 10 FRONT & RIGHT ELEVATIONS
U11 1E:1
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 5dgarc h ltectS l nc.com 11
architects
UNIT 3R UNIT 4R UNIT 1
Borel
cDanville, CA
�
November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
�UNIT2
UNIT 1
UNIT 3
LEFT ELEVATION
UNIT 2
UNIT 2R
1UNlT1R UNIT 4
UNIT 3
REAR ELEVATION
EXTERIOR MATERIALS
1. COMPOSITION SHINGLE
ROOFING
2. EXTERIOR PLASTER
FINISH
3. EXTERIOR PLASTER
FINISH OVER 2x FOAM
TRIM AT GARAGE DOORS
4. 6" SMOOTH FIBER
CEMENT SIDING
5. SMOOTH FIBER CEMENT
PANEL
6. STEEL & WOOD RAILING
7. METAL AWNING
8. INSULATED VINYL
WINDOWS
9. FIBERGLASS FRONT
DOOR
10. VINYL SLIDING GLASS
DOOR
11. SECTIONAL FLUSH PANEL
ROLL -UP GARAGE DOOR
12. METAL FASCIA GUTTER
13. WALL PACK EXTERIOR
LIGHT FIXTURE
14. BACKLIT ADDRESS
4 2' 4' 6' 81 16'
TOWNHOUSE BUILDING 10 REAR & LEFT ELEVATIONS
SDG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 1 5dgarc h ltectS l nc.com 11
architects
SMOOTH FIBER
CEMENT SIDING
WINDOW FRAME
WINDOW HEAD @SIDING
WINDOW FRAME
SMOOTH FIBER
CEMENT SIDING
WINDOW SILL @SIDING
SMOOTH FIBER
CEMENT SIDING
EXTERIOR
PLASTER FINISH
SIDING TO PLASTER TRANSITION
EXTERIOR
PLASTER FINISH
HOLLOW METAL DOOR
FRAME
FIBERGLASS DOOR
DOOR HEAD @ EXT. PLASTER
C Borel
CD
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
11
COMPOSITION
SHINGLE
ROOFING
VINYL WINDOWS
6" FIBER
CEMENT
SIDING
SIDING TO
PLASTER
MATERIAL
TRANSITION
SMOOTH FIBER
CEMENT PANEL
EXTERIOR
PLASTER FINISH
EXTERIOR
PLASTER FINISH
VINYL WINDOW FRAME
WINDOW HEAD w/o TRIM
VINYL WINDOW
FRAME
EXTERIOR
PLASTER FINISH
WINDOW SILL w/o TRIM
SMOOTH FIBER
CEMENT SIDING
HOLLOW METAL
DOOR FRAME
FIBERGLASS DOOR
DOOR HEAD @SIDING
COMPOSITION
SHINGLE
ROOFING
VINYL WINDOWS
EXTERIOR
PLASTER FINISH
►A Ixr_1 0TTWk 0=1
BACKLIT ADDRESS
6" FIBER CEMENT
SIDING
TYPICALTOWN HOUSE EXTERIOR MATERIALS & DETAILS
A20
SDG Archiitects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 j sdgarchitectsinc.com
architects
COMPOSITION
SHINGLE
ROOFING
VINYL WINDOWS
6" FIBER
CEMENT
SIDING
SIDING TO
PLASTER
MATERIAL
TRANSITION
SMOOTH FIBER
CEMENT PANEL
EXTERIOR
PLASTER FINISH
EXTERIOR
PLASTER FINISH
VINYL WINDOW FRAME
WINDOW HEAD w/o TRIM
VINYL WINDOW
FRAME
EXTERIOR
PLASTER FINISH
WINDOW SILL w/o TRIM
SMOOTH FIBER
CEMENT SIDING
HOLLOW METAL
DOOR FRAME
FIBERGLASS DOOR
DOOR HEAD @SIDING
COMPOSITION
SHINGLE
ROOFING
VINYL WINDOWS
EXTERIOR
PLASTER FINISH
►A Ixr_1 0TTWk 0=1
BACKLIT ADDRESS
6" FIBER CEMENT
SIDING
TYPICALTOWN HOUSE EXTERIOR MATERIALS & DETAILS
A20
SDG Archiitects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 j sdgarchitectsinc.com
architects
DECK RAIL
�.1 1 /2"
1-1/2" METAL
TUBING
VERTICALS,
TYP.
2x6 FIBER
CEMENT
SLATS, TYP.
FRONT gFC.TinN
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VERTICALS, TYP,.
T.O. DECK
—kj\/�-SYSTEMFINISH
DECK BEAM
PER STRUCT.
2x4 BLOCKING
@ ATTACHMENT
RAIL CONNECTION
N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
EXTERIOR
PLASTER FI
VINYL SASF
SLIDING DO
SLIDING DOOR HEAD
EXTERIOR
PLASTER FINISH
VINYL SASH
SLIDING DOOR
SLIDING DOOR JAMB
FLOOR
FRAMING
S.S.D.
EXTERIOR
PLASTER FINISH
STUCCO CANTILEVER
COMPOSITION
SHINGLE
ROOFING
VINYL WINDOWS
6" FIBER
CEMENT
SIDING
EXTERIOR
PLASTER FINISH
STEEL & WOOD
RAILING
BACKLIT ADDRESS
WALL PACK
EXTERIOR LIGHT
FIXTURE
SECTIONAL FLUSH
PANEL ROLL -UP
GARAGE DOORS
TYPICAL TOWNHOUSE EXTERIOR MATERIALS & DETAILS
F�VA
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
COMPO
SHINGLI
2x CON-
BLOCKII
7" FULL
GUTTEF
TRUE
EXTERI(
TYPICAL
N BoreI
Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 San Ramon, CA
925.648.8300
COMPOSITION
SHINGLE
ROOFING
2x4 FLAT FRAMING @ 24"
O.C. - PAINT TO MATCH
EXTERIOR FINISH COLOR
ROOF TRUSS
TYPICAL RAKE
NOTES:
- PAINT STEEL HARDWARE
TO MATCH CANOPY
ESCUTCHEON PLATE,
EYE BOLT & TENSION
ROD BY CANOPY MFR.
8" STANDARD FASCIA w/
1-INCH SQUARE TUBE
AT TOP & BOTTOM
EXTERIOR FINISH
2x BLOCKING
0
ALUMINUM CANOPY
TYPICAL TOWNHOUSE EAVE & RAKE DETAILS
UIVIX
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
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FRONT LEFT VIEW
FRONT RIGHT VIEW
Borel
c6 Danville, CA
cY3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
APARTMENT BUILDING B MASSING VIEWS
A23
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com
architects
NT
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co
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o Borel
c6 Danville, CA
cY3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
24'-10"
17'-10"
FLOOR PLAN - UNIT 1
UNIT 1 SQUARE FOOTAGE
NET LIVING
564 SQ. FT.
GROSS LIVING
602 SQ. FT.
PATIO / DECK
123 SQ. FT.
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5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
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c6 Danville, CA
cY3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
36'-6"
FLOOR PLAN - UNIT 2
UNIT 2 SQUARE FOOTAGE
NET LIVING
815 SQ. FT.
GROSS LIVING
859 SQ. FT.
PATIO / DECK
107 SQ. FT.
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APARTMENT UNIT 2 FLOOR PLAN
A25
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
o Borel
c6 Danville, CA
M November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
41'-11 "
16'-9"
FLOOR PLAN - UNIT 3
UNIT 3 SQUARE FOOTAGE
NET LIVING
GROSS LIVING
PATIO / DECK
1065 SQ. FT.
1116 SQ. FT.
144 SQ. FT.
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A26
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
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c6 Danville, CA
cy3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
COMMUNITY CENTER
COMMUNITY CENTER
SQUARE FOOTAGE
COMMUNITY ROOM 2151 SQ. FT.
MAINTENANCE/ UTILITY 285 SQ. FT.
LAUNDRY 317 SQ. FT.
0 1' 2' 3' 4' 8'
COMMUNITY CENTER FLOOR PLAN
F�V,A
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
UNIT 3R
UNIT 3
o Borel
c6 Danville, CA
cy3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
147'-8"
UNIT 2
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UNIT 2R
BUILDING A (20 UNIT BLDG) -FIRST FLOOR PLAN
0 2' 4' 6' 8' 16'
APARTMENT BUILDING A - 20 UNIT BUILDING
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
UNIT 3R UNIT 1 UNIT 1 R UNIT 2
UNIT 3
o Borel
c6 Danville, CA
cY3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
UNIT 1R
UNIT 1
UNIT 2R
BUILDING A (20 UNIT BLDG) -SECOND &THIRD FLOOR PLANS
0 2' 4' 6' 8' 16'
APARTMENT BUILDING A - 20 UNIT BUILDING
A29
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
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c6 Danville, CA
cy3 November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
TYPICAL SECTION
BUILDING A (20 UNIT BLDG) -FIRST FLOOR PLAN
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APARTMENT BUILDING A - ROOF PLAN & SECTION
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5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
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BUILDING B (24 UNIT BLDG) - TYPICAL FLOOR PLAN
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Borel Danville, CA APARTMENT BUILDING B -
24 UNIT BUILDING
ccn November 10, 2023
A32
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
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c6 Danville, CA
cy3 November 10, 2023
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3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
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A34
5DG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 f sdgarchitectsinc.com Im
architects
ATTACHMENT TO WALL
1 1/2" SQ. METAL TUBING
TOP & BOTTOM RAILS
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C3 Borel
Danville, CA
cv) November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100, San Ramon, CA 94583
925.648.8300
SMOOTH FIBER
CEMENT BOARD
& BATT SIDING
SMOOTH FIBER
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A35
SDG Archiitects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
925.634.7000 j sdgarchitectsinc.com
architects
COLOR SCHEME 1
Roofing
CertainTeed Weathered Wood
Body '1
SW 7551 Greek Villa 254-C1
Body 2
SW 7068 Grizzle Gray 236-C6
Railing
SW 7040 Smokehouse 249-C6
Fascia
SW 7069 Iron Ore 251-C7
Entry Door
SW 6076 Turkish Coffee 277-C3
(Vote: All colors and textures are representative samples only, pending verification
of actual material suppliers and manufacturers for this particular project.
N Berel
cDanville, CA
�
November 10, 2023
Trumark Homes
3001 Bishop Drive, Suite 100 Sari Ramon, CA
925.648.8300
COLOR SCHEME 2
Roofing
CertainTeed Weathered Wood
Body 1
SW 7009 Pearly White 254-C2
Body 2
SW 0055 Light French Gray 305
Railing
SW 7069 Iron Ore 251-C7
Fascia
SW 7669 Summit Gray 282-05
Entry Door
SW 7069 Iron Ore 251-C7
COLOR SCHEME 3
Roofing
CertainTeed Weathered Wood
Body 1
SW 7011
Body 2
SW 9121
Natural Choice 254-C6
Sawgrass Basket 209-C3
Railing
SW 7048 Urbane Bronze 243-C7
Fascia
SW 7669 Summit Gray 282-05
Entry Door
SW 7048 Urbane Bronze 243-C7
COLOR SCHEME
SSG Architects, Inc.
3361 Walnut Blvd. Suite 120
Brentwood, CA 94513
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ARB REVISIONS:
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L-4
NOVEMBER 2023
ARB REVISIONS:
Updgraded 36" box trees along
Camino Ramon
CODE
BOTANICAL NAME
COMMON NAME
SIZE
WATER USE
OTY
ARB
ARBUTUS X 'MARINA'
MARINA STRAWBERRY TREE STANDARD
24"BOX
L
8
CER
CERCIS OCCIDENTALIS
WESTERN REDBUD MULTI -TRUNK
24"BOX
VL
131
GIN
GINKGO BILOBA 'PRINCETON SENTRY
PRINCETON SENTRY MAIDENHAIR TREE
24"BOX
M
12
LAG
LAGERSTROEMIA INDICA
CRAPE MYRTLE
24"BOX
L
1
NYS
NYSSA SYLVATICA
TUPELO
24"BOX
L
7
PAR
PARKINSONIA X 'DESERT MUSEUM'
DESERT MUSEUM PALO VERDE
24"BOX
L
18
PIS
PISTACIA CHINENSIS 'KEITH DAVEY'
KEITH DAVEY CHINESE PISTACHE
36"BOX
L
13
PLA
PLATANUS X ACERIFOLIA 'COLUMBIA'
COLUMBIA LONDON PLANE TREE
24"BOX
L
18
POD
PODOCARPUS MACROPHYLLUS 'MAKI'
MAKI PODOCARPUS
15 GAL
M
53
19
24"BOX L 4
24"BOX L 39
15 GAL M 56
24"BOX L 8
7
0j
0 15' 30' 60'
►111111001014111111»1
LARGE SHRUBS
ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN` / HOWARD MCMINN MANZANITA
BUDDLEJA DAVIDII / BUTTERFLY BUSH
CARPENTERIA CALIFORNICA / BUSH ANEMONE
CEANOTHUS X `CONCHA` / CALIFORNIA LILAC
CHONDROPETALUM TECTORUM / CAPE RUSH
DIETES GRANDIFLORA / FORTNIGHT LILY
DODONAEA VISCOSA 'PURPUREA` / PURPLE LEAFED HOPSEED BUSH
GREVILLEA X 'NOELLII' / NOEL GREVILLEA
HETEROMELES ARBUTIFOLIA / TOYON
LEUCOPHYLLUM LANGMANIAE `LYNN`S LEGACY` / BAROMETERBUSH
MUHLENBERGIA RIGENS / DEER GRASS
PUNICA GRANATUM 'NANA' / DWARF POMEGRANATE
RHAMNUS CALIFORNICA `EVE CASE` / CALIFORNIA COFFEEBERRY
ROSMARINUS OFFICINALIS `TUSCAN BLUE` / TUSCAN BLUE ROSEMARY
SALVIA MICROPHYLLA `HOT LIPS` / BABY SAGE
TEUCRIUM FRUTICANS 'AZUREUM' / AZURE BUSH GERMANDER
n MEDIUM SHRUBS
SMALL SHRUBS
LOW GROUNDCOVER
ANIGOZANTHOS `ORANGE CROSS` / KANGAROO PAW ����
ACHILLEA X 'MOONSHINE' / MOONSHINE YARROW
ARCTOSTAPHYLOS X 'EMERALD CARPET' / EMERALD CARPET MANZANITA
ARTEMISIA CALIFORNICA 'POWIS CASTLE' / WORMWOOD
BOUTELOUA GRACILIS / BLUE GRAMA GRASS
JUNCUS PATENS 'ELK BLUE' / SPREADING RUSH
CALLISTEMON VIMINALIS 'LJ1' / BETTER JOHN TM BOTTLEBRUSH
BULBINE FRUTESCENS 'TINY TANGERINE' / TINY TANGERINE STALKED BULBINE
LIPPIA NODIFLORA 'KURAPIA S1' / KURAPIA®
CAREX SPP. / SEDGE
FESTUCA CALIFORNICA / CALIFORNIA FESCUE
MAHONIA REPENS / CREEPING MAHONIA
CISTUS PULVERULENTUS `SUNSET` / ROCKROSE
KNIPHOFIA SPP. / RED HOT POKER
MYOPORUM PARVIFOLIUM 'PINK' / PINK TRAILING MYOPORUM
GAURA LINDHEIMERI / GAURA
WESTRINGIA FRU11COSA 'MUNDI' / COAST ROSEMARY
LAVANDULA ANGUSTIFOLIA 'HIDCOTE' / HIDCOTE ENGLISH LAVENDER
LEYMUS CONDENSATUS 'CANYON PRINCE` /NATIVE BLUE RYE
FLOWERING GROUNDCOVER
LOMANDRA LONGIFOLIA `BREEZE` /MAT RUSH
DYMONDIA MARGARETAE /SILVER CARPET DYMONDIA
MUHLENBERGIA DUBIA /PINE MUHLY
HYPERICUM X MOSERANUM /GOLD FLOWER
Play Area
MYRTUS COMMUNIS 'COMPACTA' /DWARF COMMON MYRTLE
LANTANA MONTEVIDENSIS / PURPLE TRAILING LANTANA
NANDINA DOMESTICA `LEMON LIME' /LEMON LIME NANDINA
MIMULUS AURANTIACUS 'JELLY BEAN ORANGE' / MONKEYFLOWER
NEPETA X FAASSENII `WALKERS LOW /WALKERS LOW CATMINT
ROSA X 'MEIZORLAND' /WHITE DRIFT®GROUNDCOVER ROSE
PENNISETUM X 'FAIRY TAILS' / FAIRY TAILS FOUNTAIN GRASS
TEUCRIUM ACKERMANNII /SILVER GERMANDER
Lawn
RHAPHIOLEPIS INDICA 'BALLERINA` / BALLERINA INDIAN HAWTHORN
Dry Creek Arroyo
Split Rail Fence
Bike Parking
Oak Trees
Accent Trees
R-QQ-Ji1--kl_L_
p.E
SCALE: 3/32" = I'
Q- -0-_S1_3_-#.L_-.O__
y- O D 9 O . .
Shade Trees KEY MAP
SCALE: I /8" = I'
CAMINO RAMON
Street Tree
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Mailboxes
Fenced Dog Area
Soundwall
Enhanced Paving
Bench
Entry Sign
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fft 40,06 lb is
GATES
BOREL
DANVILLE, CALIFORNIA
D
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P.
MENEM MEN
SCHEMATIC DETAILS
ill
I I A . '1 10
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L-9
+ASSOCIATES NOVEMBER 2023