Initial Study for Bright Recovery March 2025 City of Hollister Page 45
No Impact. The project design and layout has been reviewed by the City’s Development Review Committee and no concerns with the layout were noted. The design of the driveway and gate location are consistent with the recommendations in the Circulation Study to ensure continued safety of people entering and exiting the site.
d) Would the Project result in inadequate emergency access?
Less Than Significant. Site access including location, driveway width, and the proposed turnaround were reviewed by the Fire Prevention Bureau to ensure the project layout complies with all relevant Fire Codes and allows for safe access for fire trucks.
Conclusion
Site layout including driveway access , the location of the entrance gate, and frontage improvements was designed to incorporate the recommendations in the Traffic Circulation Study which aimed to ensure safety of drivers to and from the site. Total trips associated with the project are less than what could have occurred if the site was developed with the six (6) dwelling units allowed by the General Plan. Overall, no impacts related to transportation or traffic are expected to occur as a result of this project.
XVII. Tribal Cultural Resources
Assembly Bill 52 requires the lead agency to consult with any California Native American tribes that have requested notification of proposed project. No tribes have requested AB 52 notifications in the City of Hollister.
Initial Study for Bright Recovery March 2025 City of Hollister Page 46
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Information
Source(s)
Would the project result in:
a) Cause a substantial adverse
change in the significance of
a tribal cultural resource,
defined in Public Resources
Code Section 21074 as either
a site, feature, place, cultural
landscape that is
geographically defined in
terms of the size and scope of
the landscape, sacred place,
or object with cultural value
to a California Native
American tribe, and that is:
1,3,4,5,7
i) Listed or eligible for
listing in the California
Register of Historical
Resources, or in a local
register of historical
resources as defined in
Public Resources Code
Section 5020.1(k), or
1,3,4,5,7
Initial Study for Bright Recovery March 2025 City of Hollister Page 47
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Information
Source(s)
Would the project result in:
ii) A resource determined
by the lead agency, in its
discretion and
supported by substantial
evidence, to be
significant pursuant to
criteria set forth in
subdivision (c) of Public
Resource Code Section
5024.1. In applying the
criteria set forth in
subdivision (c) of Public
Resource Code Section
5024.1, the lead agency
shall consider the
significance of the
resource to a California
Native American tribe.
1,3,4,5,7
a) Would the project cause a substantial change to a tribal cultural resource?
Less Than Significant. The existing site was graded and disturbed when the existing house and related improvements were constructed. No resources are anticipated to occur. The property is not identified as a significant resource for any California Native American tribes.
Conclusion
Overall, no impacts to tribal cultural resources are expected to occur as a result of this Project.
XIX . Utilities and Service Systems
Water and wastewater services are provided by the City of Hollister and the Sunnyslope County Water District.
Recology provides garbage and recycling collection services to the City.
Initial Study for Bright Recovery March 2025 City of Hollister Page 48
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Information
Source(s)
Would the project result in:
a) Require or result in the
relocation or construction of
new or expanded water,
wastewater treatment or storm
water drainage, electric power,
natural gas, or
telecommunications facilities,
the construction or relocation of
which could cause significant
environmental effects?
1,4,5
b) Have sufficient water supplies
available to serve the project and
reasonably foreseeable future
development during normal, dry
and multiple dry years?
1,4,5
c) Result in a determination by the
waste water treatment provider,
which serves or may serve the
project, that it has adequate
capacity to serve the project’s
projected demand in addition to
the provider’s existing
commitments?
1,4,5
d) Generate solid waste in excess of
state or local standards, or in
excess of the capacity of local
infrastructure, or otherwise
impair the attainment of solid
waste reduction?
1,4,5,11
e) Comply with federal, state, and
local management and reduction
statutes and regulations related
to solid waste?
1,4,5,11
Initial Study for Bright Recovery March 2025 City of Hollister Page 49
Project Impacts
a-c) Require the expansion of the water, wastewater treatment or drainage facilities?
No Impact. The proposed project represents a small portion of the West Fairview Specific Plan Area. The 1994 WFEIR included specific mitigation measures related to design of water and wastewater lines as well as service. The identified improvements were undertaken as part of the construction of the West Fairview Subdivision. The proposed infill project is not anticipated to significantly increase the demand for services beyond what was anticipated in the General Plan and Specific Plan.
d-e) Impair the attainment of solid waste reduction goals?
No Impact. Trash and recycling services are provided by Recology. Recology has reviewed the site layout to ensure that trucks are able to service the site. The proposed layout also includes a trash enclosure to allow for a three-stream waste pick-up as required.
Impacts related to construction debris were identified in the 2007 SEIR. As a standard condition of approval and under Mitigation Measure 7-6, a minimum of 50 percent of all construction debris and demolition materials will be required to be diverted from the landfill.
Conclusion
Overall, no additional impacts to utilities and service systems are expected to occur as a result of this Project.
XX. Wildfire
The Project site is located within an urbanized area away from any open land or areas of wildfire concern.
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Information
Source(s)
If located in or near state
responsibility areas or lands
classified as very high hazard
severity zones, would the project:
a) Substantially impair an adopted
emergency response plan or
emergency evacuation plan?
1,4,5
Initial Study for Bright Recovery March 2025 City of Hollister Page 50
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
Information
Source(s)
If located in or near state
responsibility areas or lands
classified as very high hazard
severity zones, would the project:
b) Due to slop e, prevailing winds,
and other factors, exacerbate
wildfire risks, and thereby expose
project occupants to pollutant
concentrations from a wildfire or
the uncontrolled spread of a
wildfire?
1,4,5
c) Require the installation or
maintenance of associated
infrastructure (such as roads, fuel
breaks, emergency water
sources, power lines or other
utilities) that may exacerbate fire
risk or that may result in
temporary or ongoing impacts to
the environment?
1,4,5
d) Expose people or structures to
significant risks, including
downslope or downstream
flooding or landslides, as a result
of runoff, post-fire slope
instability, or drainage changes?
1,4,5
a-d) Would the project impair an emergency response plan or expose people to significant risks from wildfire?
Less Than Significant. The proposed project is located within an urbanized area which is not classified as a high fire hazard zone. Emergency access to the site has been reviewed by the Fire Department and meets the requirements of the Fire Code for site access. The site is not located within an identified fire hazard area and service by the Hollister Fire Department will continue to be provided.
XVIII. Mandatory Findings of Significance
Initial Study for Bright Recovery March 2025 City of Hollister Page 51
a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number of or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?
Less Than Significant. The preceding analysis indicates that the proposed project will not have a significant adverse impact on overall environmental quality, including biological resources or cultural resources with the implementation of mitigation measures.
b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects and the effects of probable future projects).
Less Than Significant. Although incremental increases in certain areas can be expected as a result of constructing this project, the project site lies within an area with an approved specific plan and the impacts of the project were anticipated and mitigated.
c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
Less Than Significant. No such impacts have been discovered in the course of preparing this Initial Study.
1000 Fairview Road
Traffic Circulation Study
1 TECHNICAL MEMORANDUM
To: Erica Fraser, City of Hollister
From: Derek Wu P.E., Bryant Ma, Kimley-Horn and Associates, Inc.
Date: February 17, 2025
Re: 1000 Fairview Road – Traffic Circulation Study
1. Introduction
Kimley-Horn and Associates, Inc. (Kimley-Horn) is working with the City of Hollister (City) to evaluate the proposed sober living facility (the “Project”) located at 1000 Fairview Road. The existing site currently includes one single family home with full driveway access along Fairview Road.
The proposed facility will include the following:
· Maintaining the existing 5,489 SF house
· Constructing a new 3,001 SF main house
· Constructing a new 1,691 SF guest house
The new facility will include the following residents and employees:
· 22 residents that are not allowed to leave the site
· 12 employees at a time
Figure 1 illustrates the Project location and Figure 2 provides the site plan.
1000 Fairview Rd Traffic Circulation StudyFebruary 2025 NORTH
FA
I
R
V
I
E
W
R
D
PROJECT LOCATION
UNION RD
SUNSET DR
SUNNYSLOPE RD
JOHN SMITH RD
Figure 1
Project Vicinity Map
1000 Fairview Rd Traffic Circulation StudyFebruary 2025 NO
R
T
H
FAIRVIEW RD
PROJECT SITE PLAN
Figure 2
Project Site Plan
1000 Fairview Road
Traffic Circulation Study
4 2. Trip Generation, Distribution, and Assignment
This section reviews the trips that the Project generates on the existing roadway network based on the following:
· Trip Generation
· Trip Distribution
· Trip Assignment
Trip Generation
The site currently has one single family home on the site. Trip generation for the existing land use was calculated using the Single Family Detached Housing (LUC 210) equations provided by the Institute of Transportation Engineer’s (ITE) Trip Generation Manual, 11th Edition.
Trip generation for the proposed Project was calculated using the Assisted Living (LUC 254) average trip generation rates provided by the Institute of Transportation Engineer’s (ITE) Trip Generation Manual, 11th Edition.
ITE estimates vehicle trips per bed at the facility; therefore, it was assumed that one resident would get one bed for a total of 22 beds.
The existing site generates a trip credit of 15 Daily trips, 2 AM Peak Hour (1 IN / 1 OUT), and 2 PM Peak Hour (1 IN / 1 OUT)
The Project is anticipated to generate 57 Daily trips, 4 AM Peak Hour trips (2 IN / 2 OUT), and 5 PM Peak Hour trips (2 IN / 2 OUT).
The Project will generate a net of 42 Daily trips, 2 AM Peak Hour trips (1 IN / 1 OUT), and 3 PM Peak Hour trips (1 IN / 2 OUT).
Table 1 provides the estimated trip generation for the proposed Project.
1000 Fairview Road
Traffic Circulation Study
5 Table 1 – Peak Hour of Adjacent Street Traffic Project Trip Generation Land Uses1 ITE Land
Use Code
Project
Size
Daily
Trips
AM Peak Hour PM Peak Hour
Total
Peak
Hour
IN / OUT
Total
Peak
Hour
IN / OUT
Trip Generation Rates
Single-Family Detached Housing2 210 - DU - - 26% / 74% - 63% / 37% Assisted Living3 254 - beds 2.6 0.18 60% / 40% 0.24 39% / 61% Existing Land Use (Trip Credits)
Single-Family Detached Housing 210 1 DU (15) (2) (1) / (1) (2) (1) / (1) Proposed Project
Assisted Living 254 22 beds 57 4 2 / 2 5 2 / 3
Net Trips 42 2 1 / 1 3 1 / 2
Notes
1. Trip generation rates published by Institute of Transportation Engineers (ITE), "Trip Generation Manual," 11th Edition, 2023.
2. ITE Code 210 (Single-Family Detached Housing); Based on the following ITE Equations:
Daily: LN(T) = 0.92LN(X) + 2.68
AM: LN(T) = 0.91LN(X) + 0.12
PM: LN(T) = 0.94LN(X) + 0.27
3. ITE Code 254 (Assisted Living); Based on ITE average rates. No equations available.
Trip Distribution & Assignment
The following trip distribution was assumed for the Project:
· 50% to/from the North from Sunnyslope Road or Fairview Road · 50% to/from the South from Union Road or Fairview Road Figure 3 provides the estimated Project trip assignment.
Figure 3 – Net Project Trip Assignment
1000 Fairview Road
Traffic Circulation Study
6 3. Site Plan Engineering Review
This section reviews the proposed site plan provided by the Applicant, based on the following:
· Driveway Access Review
· Gate Queuing Analysis
· Internal Circulation Review
· Project Frontage Review
Driveway Access Review
The Project proposes one (1) driveway along Fairview Road to access the project site. The proposed driveway is 24 feet wide and 60 feet long between the face of curb and the gate.
The nearest intersections/driveways to the Project driveway are:
· Union Road: approximately 689 feet south
· Private Driveway: approximately 602 feet north
Figure 4 illustrates the driveway analysis presented in this section.
Gate Queuing Analysis
The Project proposes to install a vehicle gate for access to/from the Project site. Queuing for the gate was reviewed to determine if enough storage is provided so vehicles do not queue onto Fairview Road. It was assumed that the gate would take approximately 30 seconds to process one vehicle or 120 vehicles in one hour.
Peak trip generation for the proposed Project was calculated using the Assisted Living (LUC 254) average peak hour of generator rates provided by ITE. Table 2 provides the trip generation estimates for the peak hour of the generator.
The project is anticipated to generate a peak of 5 AM Peak Hour trips (3 IN / 2 OUT), and 7 PM Peak Hour trips (3 IN / 4 OUT). An inbound peak of 3 vehicles was utilized for the gate queueing analysis which is equivalent to 60 feet (20 feet per vehicle).
It was determined that the gate will be able to accommodate Project peak traffic based on ITE’s peak hour of the generator. If all estimated inbound vehicles arrive at the same time, the estimated inbound queue will not back up onto Fairview Road.
24'
602'
689'
60 '
20 '
1000 Fairview Rd Traffic Circulation StudyFebruary 2025 NO
R
T
H
FAIRVIEW RD
PROJECT SITE PLAN
Figure 4
Driveway Access Review
UN
I
O
N
R
D
JO
H
N
S
M
I
T
H
R
D
1000 Fairview Road
Traffic Circulation Study
8 Table 2 – Peak Hour of Generator Project Trip Generation Land Uses1 ITE Land
Use Code
Project
Size
Daily
Trips
AM Peak Hour PM Peak Hour
Total
Peak
Hour
IN / OUT
Total
Peak
Hour
IN / OUT
Trip Generation Rates
Assisted Living2 254 - beds - 0.22 66% / 34% 0.33 45% / 55% Proposed Project
Assisted Living 254 22 beds - 5 3 / 2 7 3 / 4
Notes
1. Trip generation rates published by Institute of Transportation Engineers (ITE), "Trip Generation Manual," 11th Edition, 2023.
2. ITE Code 254 (Assisted Living); Based on ITE average rates. No equations available.
Internal Circulation Review
The site proposed a driveway width that is adequate for two-way traffic. To accommodate two-way traffic and fire truck access to/from the site, the following improvements are recommended:
· Provide a stop sign and pavement markings for driveway along Fairview Road.
Figure 5 illustrates the comments provided in this section of the report.
Project Frontage Review
Per the Hollister 2040 General Plan, Fairview Road is anticipated to be widened from a 2-lane facility to a 4-lane facility with a raised median from SR 25 to McCloskey Road. Fairview Road is also classified as a Major Throughfare with speeds between 30 and 45 mph.
The Project proposes no frontage improvements and assumes that all frontage improvements will occur once Fairview Road is widened to a 4-lane facility.
While Fairview Road is a 2-lane facility, it is anticipated that the driveway will provide full access to/from Fairview Road. This is acceptable since fewer than 50 daily trips are anticipated to occur at the Project site.
Since Fairview Road is anticipated to be widened to a 4-lane facility with a raised median, the following options are available for the Project site.
· Restrict driveway access to right-in/right-out (RIRO) access · Restrict the driveway to RIRO and northbound left turn access. Provide a northbound left turn for vehicles to store and perform a northbound right turn.
· Allow full access to the Project site and provide a two-way left turn lane along the Project frontage.
The Project provides a connection to the future sidewalk along Fairview Road by a pedestrian gate located just north of the vehicle entrance. The following pedestrian improvement is recommended:
· Construct sidewalk along Project frontage.
1000 Fairview Rd Traffic Circulation StudyFebruary 2025 NO
R
T
H
FAIRVIEW RD
PROJECT SITE PLAN
Figure 5
Internal Circulation Review
PROVIDE STOP SIGN AND PAVEMENT MARKINGS
1000 Fairview Road
Traffic Circulation Study
10 4. Conclusion / Recommendations
It was determined that the Project will generate a net of 42 Daily trips, 2 AM Peak Hour trips (1 IN / 1 OUT), and 3 PM Peak Hour trips (1 IN / 2 OUT).
The following improvements are recommended for the Project:
· Internal Circulation Review
o Provide a stop sign and pavement markings for driveway along Fairview Road · Project Frontage Review
o Implement one of the following improvements when Fairview Road is widened to a 4- lane facility with a median:
Restrict driveway access to right-in/right-out (RIRO) access Restrict the driveway to RIRO and northbound left turn access. Provide a northbound left turn for vehicles to store and perform a northbound right turn. Allow full access to the Project site and provide a two-way left turn lane along the Project frontage.
o It is also recommended for the Project to construct the sidewalk along the Project frontage.
5. Appendix
· Attachment A – Civil Plans
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
(SS)
(SS)
(S
S
)
(S
S
)
(S
S
)
(S
S
)
(S
D
)
(S
D
)
(S
D
)
(W
)
(W
)
(W
)
(W
)
(W
)
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SD
SD
SD
SD SD
SD
SD
SS
SS
SS
SS
S
D
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SDSDSD
8'
'
8'
'
8'
'
8'
'
8'
'
8''8''8''8''8''8''8''8''8''8''
PAVING FINISHES
CONCRETE
4" PCC/4"AB SIDEWALKS
6" PCC/6"AB ALL DWYS, RAMPS,
AREAS OF VEHICLE TRAFFIC
PERMEABLE PAVERS
ASPHALT
3" AC/12" AB, OR AS DIRECTED
BY GEOTECHNICAL REPORT
(S
S
)
(S
S
)
(S
D
)
(W
)
(W
)
EXISTING SITE PLAN
1" = 40'
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
*
F
I
L
E
N
A
M
E
:
X
:
\
A
u
t
o
C
A
D
P
r
o
j
e
c
t
s
\
2 0
2 4
\
1 2
4 0
4 8
\
d
w
g
\
1 2
4 0
4 8
S
A
2 .
d
w
g
*
P
l
o
t
t
e
d
o
n
:
W
e
d
n
e
s
d
a
y
,
1 5
J
a
n
u
a
r
y
2 0
2 5
a
t
4 :
0 1
p
m
b
y
:
A
H
A
L
L
*
15 January 2025
124048 SA2.dwg
SHEET:
OF SHEETS
JOB #:
DATE:
SCALE:
DWG:
A
N
N
E
E. HAL L
PR
E
L
I
M
I
N
A
R
Y
NO
T
FO
R
CO
N
S
T
R
U
C
T
I
O
N
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
124048
C1
AS MARKED
SI
T
E
&
A
R
C
H
I
T
E
C
T
U
A
L
10 0
0 F
A
I
R
V
I
E
W
R
O
A
D
SA
N
B
E
N
I
T
O
C
O
U
N
T
Y
,
C
A
L
I
F
O
R
N
I
A
CI
T
Y
O
F
H
O
L
L
I
S
T
E
R
FU
C
H
S
I
A
D
R
MA
R
I
G
O
L
D
S
T
FAIRVIEW ROAD
55' 12 ST RIGHT OF WAY
55.0'
CURRENTDRIVEWAY
(E) ABPARKING
(E) RESIDENCEAND PATIOS
(E) SS STUB
(P) POOL AREA
FF=436
(P) COURT
FF=436
(P) GUEST
HOUSE
FF=437
(P) MAIN
HOUSE
FF=437.0
(E) HOUSE
FF=438.33
(P) SPA
FF=436.5
(P) TRASH
ENCLOSURE
PROPOSED SITE PLAN
1" = 20'
(E) SSCWDWATERMETER
WISTERIA ST
(E) PERIMETER WALLCONSTRUCTED BY KBHOMES/WEST OF FAIRVIEW RIM 435.0
RIM 435.5
OUTFALL/OVERLAND
RELEASE 433.0
RIM 435.8
CI TC 236.4
TC 236.6
TC 236.6
TC 436.73
TC 436.5
TC 436.0
TC 238.2
RIM 436.0
GRADE BREAK
TC 237.0
RIM 436.5
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
RIM 435.8
RIM 436.33
RIM 436.33RIM 436.5 RIM 436.33
RIM 236.5
RIM 436.35
TC/AC 436.85
TC/AC 436.85
NOTES:
1. TOPOGRAPHIC SURVEY DONE BY DAN S. SCOTT III IN FEB, 2022
2. Feet
0 40 80
Feet
0 20 40
15.0'
15.0'
18.0'
24.0'
24.0'
24.0'
20.0'
20.0'
8.0'
2:1
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
(SS)
(SS)
(S
S
)
(S
S
)
(S
S
)
(S
S
)
(S
D
)
(S
D
)
(S
D
)
(W
)
(W
)
(W
)
(W
)
(W
)
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SD
SD
SD
SD SD
SD
SD
SS
SS
SS
SS
S
D
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SDSDSD
8'
'
8'
'
8'
'
8'
'
8'
'
8''8''8''8''8''8''8''8''8''8''
(S
S
)
(S
S
)
(S
D
)
(W
)
(W
)
EXISTING SITE PLAN
1" = 40'
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
*
F
I
L
E
N
A
M
E
:
X
:
\
A
u
t
o
C
A
D
P
r
o
j
e
c
t
s
\
2 0
2 4
\
1 2
4 0
4 8
\
d
w
g
\
1 2
4 0
4 8
S
A
2 .
d
w
g
*
P
l
o
t
t
e
d
o
n
:
W
e
d
n
e
s
d
a
y
,
1 5
J
a
n
u
a
r
y
2 0
2 5
a
t
4 :
0 2
p
m
b
y
:
A
H
A
L
L
*
15 January 2025
124048 SA2.dwg
SHEET:
OF SHEETS
JOB #:
DATE:
SCALE:
DWG:
A
N
N
E
E. HAL L
PR
E
L
I
M
I
N
A
R
Y
NO
T
FO
R
CO
N
S
T
R
U
C
T
I
O
N
ST
O
R
M
W
A
T
E
R
C
O
N
T
R
O
L
P
L
A
N
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
124048
C2
AS MARKED
SI
T
E
&
A
R
C
H
I
T
E
C
T
U
A
L
10 0
0 F
A
I
R
V
I
E
W
R
O
A
D
SA
N
B
E
N
I
T
O
C
O
U
N
T
Y
,
C
A
L
I
F
O
R
N
I
A
CI
T
Y
O
F
H
O
L
L
I
S
T
E
R
FU
C
H
S
I
A
D
R
MA
R
I
G
O
L
D
S
T
FAIRVIEW ROAD
55' 12 ST RIGHT OF WAY
(P) POOL AREA
FF=436
(P) COURT
FF=436
(P) GUEST
HOUSE
FF=437
(P) MAIN
HOUSE
FF=437.0
(E) HOUSE
FF=438.33
(P) SPA
FF=436.5
(P) TRASH
ENCLOSURE
PROPOSED SITE PLAN
1" = 20'
WISTERIA ST
RIM 435.0
RIM 435.5
OUTFALL/OVERLAND
RELEASE 433.0
RIM 435.8
CI TC 236.4
TC 236.6
TC 236.6
TC 436.73
TC 436.5
TC 436.0
TC 238.2
RIM 436.0
GRADE BREAK
TC 237.0
RIM 436.5
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
RIM 435.8
RIM 436.33
RIM 436.33RIM 436.5 RIM 436.33
RIM 236.5
RIM 436.35
TC/AC 436.85
TC/AC 436.85
HISTORICAL HIGH
POINT OF PROPERTY
THE TOPOGRAPHIC SURVEY WAS DONE IN 2022, AND CONSTRUCTION IN FAIRVIEW WEST HAS CHANGED SOME BOUNDARY CONDITIONS.
TOPOGRAPHIC INFORMATION SHOULD BE UPDATED AS PART OF THE IMPROVEMENT PLANS DMA 1
DMA 2
IN
F
1 INF
2 Feet
0 20 40
Feet
0 40 80
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5. REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED.
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
9" (230 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR PLUS ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PARTIAL CUT END CAP PART #:
MC3500IEPP24BC OR MC3500IEPP24BW
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE MC-3500 CHAMBER
MC-3500 END CAP
MC-3500 ISOLATOR ROW PLUS DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NYLOPLAST
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MCFLAMP
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NTS
4" (100 mm) INSERTA TEE
TO BE CENTERED ON CORRUGATION VALLEY
CONCRETE COLLAR
ASPHALT OVERLAY FOR
TRAFFIC APPLICATIONS
12" (300 mm) MIN WIDTH
8" (200 mm) MIN THICKNESS OF ASPHALT
OVERLAY AND CONCRETE COLLAR
8" NYLOPLAST UNIVERSAL DRAIN BODY
(PART# 2708AG4IPKIT) OR TRAFFIC RATED
BOX W/SOLID LOCKING COVER
CONCRETE COLLAR / ASPHALT OVERLAY
NOT REQUIRED FOR GREENSPACE OR
NON-TRAFFIC APPLICATIONS
4" (100 mm) SDR 35 PIPE
NYLOPLAST 8" LOCKING SOLID
COVER AND FRAME
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
St
o
r
m
T
e
c
h
1-
8 0
0 -
8 2
1 -
6 7
1 0
|
WW
W
.
S
T
O
R
M
T
E
C
H
.
C
O
M
®
Ch
a
m
b
e
r
S
y
s
t
e
m
46 4
0 T
R
U
E
M
A
N
B
L
V
D
HI
L
L
I
A
R
D
,
O
H
4 3
0 2
6 1-
8 0
0 -
7 3
3 -
7 4
7 3
DA
T
E
:
0 1
/
0 8
/
2 0
2 5
DR
A
W
N
:
U
U
PR
O
J
E
C
T
#
:
CH
E
C
K
E
D
:
N
/
A
RE
V
:
TH
I
S
D
R
A
W
I
N
G
H
A
S
B
E
E
N
P
R
E
P
A
R
E
D
B
A
S
E
D
O
N
I
N
F
O
R
M
A
T
I
O
N
P
R
O
V
I
D
E
D
T
O
A
D
S
/
S
T
O
R
M
T
E
C
H
U
N
D
E
R
T
H
E
D
I
R
E
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
’
S
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
(
“
E
O
R
”
)
O
R
O
T
H
E
R
P
R
O
J
E
C
T
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
T
H
I
S
D
R
A
W
I
N
G
I
S
N
O
T
I
N
T
E
N
D
E
D
F
O
R
U
S
E
I
N
B
I
D
D
I
N
G
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
O
U
T
T
H
E
E
O
R
’
S
P
R
I
O
R
A
P
P
R
O
V
A
L
.
E
O
R
SH
A
L
L
R
E
V
I
E
W
T
H
I
S
D
R
A
W
I
N
G
P
R
I
O
R
T
O
B
I
D
D
I
N
G
A
N
D
/
O
R
C
O
N
S
T
R
U
C
T
I
O
N
.
I
T
I
S
T
H
E
U
L
T
I
M
A
T
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
E
O
R
T
O
E
N
S
U
R
E
T
H
A
T
T
H
E
P
R
O
D
U
C
T
(
S
)
D
E
P
I
C
T
E
D
A
N
D
A
L
L
A
S
S
O
C
I
A
T
E
D
D
E
T
A
I
L
S
M
E
E
T
A
L
L
A
P
P
L
I
C
A
B
L
E
L
A
W
S
,
R
E
G
U
L
A
T
I
O
N
S
,
A
N
D
P
R
O
J
E
C
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
BR
I
G
H
T
F
U
T
U
R
E
S
R
E
C
O
V
E
R
Y
HO
L
L
I
S
T
E
R
,
C
A
,
U
S
A
SHEET
1 2OF
NO
T
T
O
S
C
A
L
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
G
H
A
C
I
F
D
B
E 20
.
2 5
'
46.75'
22 .
2 5
'
52.68'
1 MC-3500 CROSS SECTION DETAIL
2 MC-3500 TECHNICAL SPECIFICATION
3 MC-3500 ISOLATOR ROW PLUS DETAIL
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)4
SPAC
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
SPAC
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
5 MC-SERIES END CAP INSERTION DETAIL
NOTES• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBERCONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50
TOP OF MC-3500 CHAMBER:4.50
12" x 12" TOP MANIFOLD INVERT:2.95
24" ISOLATOR ROW PLUS INVERT:0.92
18" BOTTOM CONNECTION INVERT:0.90
BOTTOM OF MC-3500 CHAMBER:0.75
BOTTOM OF STONE:0.00
PROPOSED LAYOUT: SD1
17 STORMTECH MC-3500 CHAMBERS
6 STORMTECH MC-3500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
40 STONE VOID
3645
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1123 SYSTEM AREA (SF)
149.9 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
2.06"24" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED END CAP
26.36"12" TOP PRE-CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSBPREFABRICATED END CAP
1.77"18" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP18BC / TYP OF ALL 18" BOTTOM
CONNECTIONSCPREFABRICATED END CAP
INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMPDFLAMP
26.36"12" x 12" TOP MANIFOLD, ADS N-12EMANIFOLD
1.77"18" BOTTOM CONNECTIONFPIPE CONNECTION
3.7 CFS IN30" DIAMETER (24.00" SUMP MIN)GNYLOPLAST (INLET W/ ISO
PLUS ROW)
4.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)HNYLOPLAST (OUTLET) 4" SEE DETAILIINSPECTION PORT
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
5. WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".
NOTES:
1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5. REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED.
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
9" (230 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR PLUS ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PARTIAL CUT END CAP PART #:
MC3500IEPP24BC OR MC3500IEPP24BW
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE MC-3500 CHAMBER
MC-3500 END CAP
MC-3500 ISOLATOR ROW PLUS DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NYLOPLAST
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MCFLAMP
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NTS
4" (100 mm) INSERTA TEE
TO BE CENTERED ON CORRUGATION VALLEY
CONCRETE COLLAR
ASPHALT OVERLAY FOR
TRAFFIC APPLICATIONS
12" (300 mm) MIN WIDTH
8" (200 mm) MIN THICKNESS OF ASPHALT
OVERLAY AND CONCRETE COLLAR
8" NYLOPLAST UNIVERSAL DRAIN BODY
(PART# 2708AG4IPKIT) OR TRAFFIC RATED
BOX W/SOLID LOCKING COVER
CONCRETE COLLAR / ASPHALT OVERLAY
NOT REQUIRED FOR GREENSPACE OR
NON-TRAFFIC APPLICATIONS
4" (100 mm) SDR 35 PIPE
NYLOPLAST 8" LOCKING SOLID
COVER AND FRAME
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
St
o
r
m
T
e
c
h
1-
8 0
0 -
8 2
1 -
6 7
1 0
|
WW
W
.
S
T
O
R
M
T
E
C
H
.
C
O
M
®
Ch
a
m
b
e
r
S
y
s
t
e
m
46 4
0 T
R
U
E
M
A
N
B
L
V
D
HI
L
L
I
A
R
D
,
O
H
4 3
0 2
6 1-
8 0
0 -
7 3
3 -
7 4
7 3
DA
T
E
:
0 1
/
0 8
/
2 0
2 5
DR
A
W
N
:
U
U
PR
O
J
E
C
T
#
:
CH
E
C
K
E
D
:
N
/
A
RE
V
:
TH
I
S
D
R
A
W
I
N
G
H
A
S
B
E
E
N
P
R
E
P
A
R
E
D
B
A
S
E
D
O
N
I
N
F
O
R
M
A
T
I
O
N
P
R
O
V
I
D
E
D
T
O
A
D
S
/
S
T
O
R
M
T
E
C
H
U
N
D
E
R
T
H
E
D
I
R
E
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
’
S
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
(
“
E
O
R
”
)
O
R
O
T
H
E
R
P
R
O
J
E
C
T
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
T
H
I
S
D
R
A
W
I
N
G
I
S
N
O
T
I
N
T
E
N
D
E
D
F
O
R
U
S
E
I
N
B
I
D
D
I
N
G
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
O
U
T
T
H
E
E
O
R
’
S
P
R
I
O
R
A
P
P
R
O
V
A
L
.
E
O
R
SH
A
L
L
R
E
V
I
E
W
T
H
I
S
D
R
A
W
I
N
G
P
R
I
O
R
T
O
B
I
D
D
I
N
G
A
N
D
/
O
R
C
O
N
S
T
R
U
C
T
I
O
N
.
I
T
I
S
T
H
E
U
L
T
I
M
A
T
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
E
O
R
T
O
E
N
S
U
R
E
T
H
A
T
T
H
E
P
R
O
D
U
C
T
(
S
)
D
E
P
I
C
T
E
D
A
N
D
A
L
L
A
S
S
O
C
I
A
T
E
D
D
E
T
A
I
L
S
M
E
E
T
A
L
L
A
P
P
L
I
C
A
B
L
E
L
A
W
S
,
R
E
G
U
L
A
T
I
O
N
S
,
A
N
D
P
R
O
J
E
C
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
BR
I
G
H
T
F
U
T
U
R
E
S
R
E
C
O
V
E
R
Y
HO
L
L
I
S
T
E
R
,
C
A
,
U
S
A
SHEET
2 2OF
NO
T
T
O
S
C
A
L
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
J
E
F
A
G
C
B
K
I
H
D 20
.
2 5
'
46.75'
22 .
2 5
'
56.61'
1 MC-3500 CROSS SECTION DETAIL
2 MC-3500 TECHNICAL SPECIFICATION
3 MC-3500 ISOLATOR ROW PLUS DETAIL
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)4
SPAC
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
SPAC
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
5 MC-SERIES END CAP INSERTION DETAIL
NOTES• THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBERCONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50
TOP OF MC-3500 CHAMBER:4.50
12" x 12" TOP MANIFOLD INVERT:2.95
12" x 12" TOP MANIFOLD INVERT:2.95
24" ISOLATOR ROW PLUS INVERT:0.92
24" ISOLATOR ROW PLUS INVERT:0.92
18" BOTTOM CONNECTION INVERT:0.90
BOTTOM OF MC-3500 CHAMBER:0.75
BOTTOM OF STONE:0.00
PROPOSED LAYOUT: SD2
18 STORMTECH MC-3500 CHAMBERS
6 STORMTECH MC-3500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
40 STONE VOID
3880
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1199 SYSTEM AREA (SF)
157.7 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
1.77"18" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP18BC / TYP OF ALL 18" BOTTOM
CONNECTIONSAPREFABRICATED END CAP
2.06"24" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSBPREFABRICATED END CAP
26.36"12" TOP PRE-CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSCPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMP (TYP 2 PLACES)DFLAMP
26.36"12" x 12" TOP MANIFOLD, ADS N-12EMANIFOLD
26.36"12" x 12" TOP MANIFOLD, ADS N-12FMANIFOLD
1.77"18" BOTTOM CONNECTIONGPIPE CONNECTION
2.5 CFS IN30" DIAMETER (24.00" SUMP MIN)HNYLOPLAST (INLET W/ ISO
PLUS ROW)
2.5 CFS IN30" DIAMETER (24.00" SUMP MIN)INYLOPLAST (INLET W/ ISO
PLUS ROW)
4.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)JNYLOPLAST (OUTLET) 4" SEE DETAILKINSPECTION PORT
RESOLUTION NO. 2025-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HOLLISTER
APPROVING AN AMENDMENT TO THE WEST OF FAIRVIEW SPECIFIC
PLAN TO ALLOW THE CONSTRUCTION AND EXPANSION OF A
SOBER LIVING FACILITY (BRIGHT FUTURE RECOVERY) LOCATED
AT 1000 FAIRVIEW ROAD (APN 057-710-012)
WHEREAS, the Applicant, Bright Future Recovery, has submitted an application for an Amendment to the West of Fairview Specific Plan to allow the construction and expansion of a sober living facility located at 1000 Fairview Road which is located within the West Fairview Specific Plan Area; and
WHEREAS, the proposal includes the establishment of lot coverage, setbacks, use, and allowed number of buildings for this parcel only (as shown on Exhibit A); and
WHEREAS, the Planning Commission reviewed the proposed Specific Plan Amendment during a public hearing on April 24, 2025 and approved Resolution No. 2025 -8 recommending City Council approval of the Specific Plan Amendment; and
WHEREAS, the Development Review Committee considerations were presented to the City Council as part of the Staff Report; and
WHEREAS, a staff report was submitted to the City Council of the City of Hollister recommending approval of the Specific Plan Amendment; and
WHEREAS, the City Council held a duly noticed public hearing on May 19, 2025 to consider an Amendment to the West of Fairview Specific Plan , review the City Staff Report, and receive written and oral testimony for and against the proposal; and
WHEREAS, the California Environmental Quality Act (CEQA), together with State guidelines and City environmental regulations require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and
WHEREAS, pursuant to CEQA, Staff has recommended that an Addendum be prepared to the 1998 West of Fairview Specific Plan Environmental Impact Report which was certified by the Hollister City Council (SCH # 1990031027). An Addendum was determined to be the proper method to review this project under CEQA because the proposed project requires minor changes to the project studied in the EIR and the proposed modifications will not result in any new impacts or mitigation measures; and
WHEREAS, after closing the public hearing, the City Council approved the applicant’s request for a Specific Plan Amendment in accordance with Section 17.24.270 of the City of Hollister Municipal Code, and based on the facts as presented, and the code requirements as plainly stated.
Resolution No. 2025-XX
PASSED AND ADOPTED, by the City Council of the City of Hollister at a regular meeting held on May 19, 2025, by the following vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
Roxanne Stephens, Mayor
ATTEST: APPROVED AS TO FORM:
Lozano Smith Attorneys at Law
____
Jennifer Woodworth, MMC, City Clerk Mary F. Lerner, City Attorney
I, Jennifer Woodworth, MMC, City Clerk of the City of Hollister, do hereby certify that the attached Resolution No. 2025-XX is an original resolution, or true and correct copy of a City resolution, duly adopted by the Council of the City of Hollister at a regular meeting held on May 19, 2025, at which meeting a quorum was present.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Hollister on May 19, 2025.
Jennifer Woodworth, MMC
City Clerk of the City of Hollister
77 1000 Fairview Road
Development of the site with a community care facility with multiple buildings is permitted for this site. The use of the site as a community care facility is subject to approval of a Conditional Use Permit for all facilities which serve more than six (6) persons.
Setbacks: Front Yard – 25 feet minimum
Rear Yard - 20 feet minimum
Side Yard – 6 feet minimum
Site Coverage: 50 percent
Height Limitations: 30 Feet
Number of Residential Dwellings: Development capacity of the site is to be determined by the Planning Commission and shall be as necessary
to support a community care facility. In no case shall
there be no more than six (6) dwellings on the site.
Parking Requirements: Parking requirements are to be determined by the Planning Commission as part of the Conditional Use
Permit.
Use: Allowed uses include one single family residence or a community care facility (defined by the California
Department of Developmental Services). A community
care facility 6 or more persons is a permitted use. A
community care facility with 7 or more persons requires a Conditional Use Permit (Planning Commission
review).
RESOLUTION NO. 2025-XX
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HOLLISTER APPROVING SITE AND ARCHITECTURAL REVIEW 2022-13 TO
CONSTRUCT TWO NEW BUILDINGS AND RELATED SITE
IMPORVEMENTS LOCATED AT 1000 FAIRVIEW ROAD FOR A SOBER
LIVING FACILITY WITH UP TO 22 BEDS FOR BRIGHT FUTURE
RECOVERY (APN 057-710-012)
WHEREAS, the Applicant, Bright Future Recovery, has submitted an application for Site and Architectural Review (S&A 2022-13) for a sober living facility located at 1000 Fairview Road; and
WHEREAS, the Applicant has additionally submitted an application for a Specific Plan Amendment and Conditional Use Permit to operate a sober living facility on the property; and
WHEREAS, the Applicant has submitted a complete application for the requested entitlements on March 5, 2025; and
WHEREAS, under the provisions of Section 17.24.060 of the Hollister Municipal Code, the City Planning Division received the Applicant’s plans and forwarded the request to the Development Review Committee (DRC) to assess the proposal for compliance with all relevant regulations; and
WHEREAS, on April 24, 2025, the Planning Commission reviewed the proposed project and approved Resolution No, 2025-9 recommending City Council approval of Site and Architectural Review 2022-13; and
WHEREAS, under the provisions of Section 17.24.190 of the Hollister Municipal Code, the Planning Commission is charged with receiving, investigating, and taking action on Site and Architectural Review applications, however this project requires approval of a Specific Plan Amendment to allow the project as proposed and therefore the Planning Commission reviewed the proposed project and made a recommendation to the City Council; and
WHEREAS, the Development Review Committee considerations were presented to the City Council as part of the Staff Report and the Conditions of Approval for the project; and
WHEREAS, a Staff Report was submitted to the City Council of the City of Hollister recommending approval of a Site and Architectural Review; and
WHEREAS, the City Council held a duly noticed public hearing on May 19, 2025 to consider Site and Architectural Review 2022-13 review the City Staff Report, and receive written and oral testimony for and against the proposal; and
Resolution No. 2025-XX
WHEREAS, the California Environmental Quality Act (CEQA), together with State guidelines and City environmental regulations require that certain projects be reviewed for environmental impacts and that environmental documents be prepared; and
WHEREAS, pursuant to CEQA, Staff has recommended that an Addendum be prepared to the 1998 West of Fairview Specific Plan Environmental Impact Report which was certified by the Hollister City Council (SCH # 1990031027). An Addendum was determined to be the proper method to review this project under CEQA because the proposed project requires minor changes to the project studied in the EIR and the proposed modifications will not result in any new impacts or mitigation measures; and
WHEREAS, after closing the Public Hearing, the City Council adopted a resolution approving an Addendum to the 1998 West of Fairview Specific Plan Environmental Impact Report; and
WHEREAS, after closing the public hearing, the City Council deliberated and approved applicant’s request in accordance with Section 17.24.190 of the City of Hollister Municipal Code, and based on the facts as presented, and the code requirements as plainly stated; and
NOW THEREFORE IT IS RESOLVED that the City Council of the City of Hollister does hereby make the following findings and determinations regarding the proposed Site and Architectural Review (S&A 2022-13):
A. The proposed project is consistent with the goals and polices of the General Plan, any applicable Specific Plan, and any applicable design guidelines because:
1. The project site has a General Plan Land Use Designation of Low Density Residential. The proposed project is a residential facility where people live together and receive support which is consistent with the General Plan.
2. The proposed project is well designed and will enhance the existing site in accordance with Policy LU 8.3.
3. The proposed project is designed to be compatible with the surrounding area that includes a mixture of dwelling types in accordance with Policy LU
8.4. 4. The new buildings are well designed and include a unique architectural style, enhanced building materials, varying roof forms and height, architectural details, articulation, and other elements to ensure a well- designed development in accordance with Policy LU11.1 and LU 11.2.
B. The proposed Project, as conditioned, is consistent with the provisions of Title 17, Zoning of the Hollister Municipal Code and Chapter 17.04, Residential Zoning Districts, and the West of Fairview Specific Plan (WFSP) because:
Resolution No. 2025-XX
1. The proposed project is designed so that there are no blank walls, and each elevation is well designed and includes architectural details, projections, varying window sizes, and varying roof forms and heights as required by WFSP Policy 6.2.1(a), (b) and (d).
2. The proposed project complies with the required setbacks, height, and lot coverage for buildings in the Residential, West Fairview Zoning District.
3. The site includes landscaping on the site as well as along Fairview Road to provide a buffer between the new buildings and the street as required by Policy 6.2.4(a).
4. As amended by the Specific Plan Amendment, three buildings are permitted for this site to serve a sober living facility.
C. The proposed development would not be detrimental to the health, safety, and welfare of persons residing or working in the neighborhood or to the general welfare of the City because:
1. The proposed project complies with all relevant Goals and Policies in the General Plan and all requirements of the Zoning Ordinance.
2. The layout of the site, including on- and off-site circulation, has been reviewed by the Development Review Committee and studied in the CEQA addendum in order to ensure safety of residents and visitors to the site.
3. The layout and circulation of the site has been designed to accommodate the safety measures included in the Focused Traffic Analysis for the project.
D. Architectural considerations include the character, scale, and quality of the design, site layout, screening of unsightly uses, lighting, building materials and colors result in a project that is harmonious with its surroundings, is compatible with other developments in the vicinity, and complies with any applicable design guidelines or standards adopted by the City because:
1. The new buildings are well designed and will enhance the existing site as well as the surrounding area.
E. The proposed project is consistent with the requirements of the Municipal Code and applicable Specific Plan related to landscaping and screening, including the location, type, size, water efficiency, and coverage of plant materials to ensure visual relief, adequate screening, and an attractive environment for the public because:
Resolution No. 2025-XX
1. Landscaping is located throughout the site and includes trees, shrubs, and other plant materials.
2. Landscaping and a sidewalk are provided on Fairview Road.
F. The site has been designed to ensure adequate parking to serve the project and proper circulation for bicyclists, pedestrians, and automobiles because:
1. Circulation, including the entrance and exit on Fairview Road has been reviewed by the Engineering Division as well as the City’s consultant Kimley-Horn to ensure that the site is designed to provide safe entering and existing from the site. In order to provide safe circulation in the area, the design of the site includes all safety measures included in the Focused Traffic Analysis.
G. The proposed Project, including a reduction in the total number of required parking spaces, is consistent with the provisions of Chapter 17.18, Pedestrians, Bicycle, Parking, and Loading Standards because:
1. Adequate parking is provided to support the development as required by Section 17.18.030 of the Zoning Ordinance. Residents may not drive to or from the site and therefore, parking has been calculated to require adequate parking for the employees of the site and occasional visitors.
Resolution No. 2025-XX
Conditions of Approval
S&A 2022-13
No. Condition of Approval Responsible
Department
Required
Prior To:
General Conditions
1 Approval. This Site and Architectural Review
approval is for the sober living facility located
at 1000 Fairview Road (S&A 2022-13, CUP
2022-5, and SPA 2022-1). The proposed
development shall be in substantial
conformance to Exhibit A (Project Plans)
prepared by DARCO and dated “Received,
March 5, 2025” on file with the Planning
Division, and other plans, text and diagrams
relating to this Site and Architectural Review,
except as modified by the following conditions.
The elevations and improvements shall strictly
adhere to the approved set of plans unless
prior approval is granted by Community
Development Director for changes.
Planning On-going
2 CUP 2022-5 Conditions of Approval. All
Conditions of Approval for CUP 2022-5 shall
also apply to this project.
Planning On-going
3 Permit Expiration. In accordance with
Section 17.24.130(E)(1) of the Municipal
Code, this Site and Architectural Review
approval shall expire two (2) years from the
date of approval unless a Building Permit is
obtained.
Planning May 19, 2027
4 Time Extension. In accordance with Section
17.24.130(E)(2) of the Municipal Code, the
Community Development Director may extend
the time for an approved permit to be
exercised upon the Applicant(s) written
request for an extension of approval at least
30 (thirty) days prior to expiration of the permit
together with the filing fee. If the Director
determines that the permittee has proceeded
in good faith and has exercised due diligence
in complying with the conditions in a timely
manner, the Director may renew the permit for
up to two additional years.
Planning 30 days prior
to expiration
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
5 Permit Validity. This Site and Architectural
Review approval shall be valid for the
remaining life of the approved structure so
long as the operators of the subject property
comply with the project’s conditions of
approval.
Planning On-going
6 Appeal Period. The building permit plan
check package will be accepted for submittal
after the completion of the 15-day appeal
period for the project, unless the Community
Development Director authorizes the project
developer to submit a signed statement
acknowledging that the plan check fees will be
forfeited in the event that the approval is
overturned on appeal or that the design is
significantly changed as a result of the appeal.
In no case will a building permit be issued until
the appeal period has expired or a final action
is taken on appeal.
Planning 15 days
following
approval
7 Revocation of Permit. The Site and
Architectural Review approval shall be
revocable for cause in accordance with
Section 17.24.350 of the Hollister Municipal
Code. Any violation of the terms or conditions
of this permit shall be subject to citation.
Planning On-going
8 Indemnification. The Applicant/Developer
shall defend, indemnify, and hold harmless
the City of Hollister and its agents, officers,
employees, advisory board from any claim,
action, or proceeding against the City of
Hollister or its agents, officers, or employees
to attack, set aside, void or annul an approval
of the City of Hollister or its advisory agency,
appeal board, Planning Commission, City
Council, Community Development Director or
any other department, committee, or agency
of the City related to this project to the extent
that such actions are brought within the time
period required by Government Code Section
66499.37 or other applicable law; provided,
however that the Applicant/Developer’s duty
to so defend, indemnify, and hold harmless
shall be subject to the City’s promptly notifying
the Applicant/Developer of any claim against
Planning On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
the City and shall cooperate in the defense.
9 Clean-up. The Applicant/Developer shall be
responsible for clean-up and disposal of
project related trash to maintain a safe, clean
and litter free site.
Planning On-going
10 Modifications. Modifications or changes to
this Site and Architectural Review may be
considered by the Community Development
Director if the modifications or changes
proposed comply with Section 17.24.130(F) of
the Municipal Code.
Planning On-going
11 Accessory/Temporary Structures. The use
of any accessory or temporary structures,
such as storage sheds or trailer/container
units used for storage or for any other
purposes shall be subject to review and
approval by the Community Development
Director.
Planning On-going
12 Clarification of Conditions. In the event that
there needs to be clarification to the
Conditions of Approval, the Community
Development Director and the City Engineer
have the authority to clarify the intent of these
Conditions of Approval to the Developer
without going to a public hearing. The
Community Development Director and City
Engineer also have the authority to make
minor modifications to these conditions
without going to a public hearing in order for
the Developer to fulfill needed improvements
or mitigations resulting from impacts to this
project.
Planning On-going
13 Noise During Construction. Construction
activities on the project site must employ noise
suppression devices and techniques and shall
be limited to the hours of 7:00 a.m. to 6:00
p.m. Monday through Friday and 8:00 a.m. to
6:00 p.m. on Saturdays and shall be
prohibited on Sundays and federally
recognized holidays per Section 17.16.100 of
the Hollister Municipal Code. No construction,
landscape maintenance or grounds
maintenances actives shall occur on federal
holidays. Construction equipment and
Planning On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
activities shall not use noise suppression
devices and techniques.
14 Overtime Inspections. Arrangements for
overtime inspection services and payment of
fees for same shall be made at least 48 hours
in advance and are subject to inspection
availability and approval by the City Engineer.
Alternatively, the Applicant may engage a
third-party inspector at its own expense, so
long as the identity of such inspector and work
is approved in advance in writing by the City.
Any work performed without inspection is
subject to rejection by the City is in City’s
reasonable determination.
Engineering On-going
15 Fencing/Walls. Perimeter walls or fences
shall be architecturally treated and compatible
with the predominant architectural style of the
site. In addition, anti-graffiti mechanisms such
as landscaping or graffiti coating will be
required on all new perimeter walls and
fences.
Planning and
Building
Issuance of
Building
Permit
16 Conditions of Approval. Each set of plans
submitted for a building permit shall have
attached an annotated copy of these
Conditions of Approval. The notations shall
clearly indicate how all Conditions of Approval
will or have been complied with. Construction
plans will not be accepted without the
annotated Conditions of Approval attached to
each set of plans. A copy of the annotated
conditions shall also be emailed to the
Planning Division.
Building Building
Permit
Application
17 Code Enforcement. Prior to issuance of a
building permit, the applicant shall not be in
violation of the City of Hollister Municipal Code
involving the project site. More specifically,
Section 1.16.100, Refusal to issue permits,
license or other entitlements, which states “no
department, commission or public employee
of the city which is vested with the duty or
authority to issue or approve permits, licenses
or other entitlements shall issue or approve
such permits, licenses or other entitlements
where there is an outstanding violation
All Issuance of
Building
Permit
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
involving the property upon which there is a
pending application for such permit, license or
other entitlement.”
18 Final Inspection/Occupancy. The applicant
shall call the Planning Division 30 days prior
to requesting a Final Inspection or
Occupancy. All Conditions of Approval are
required to be met in order to issue a
Temporary Certificate of Occupancy,
Occupancy or Final Inspection.
Planning 30 days prior
to Final or
Occupancy
19 Community Facilities District. Prior to the
issuance of a Building Permit, the Property
Owner shall cooperate with the City to
facilitate the annexation of the entire project
into Community Facilities Districts 4 and 5.
The entire project shall be included within the
boundaries of the community facilities districts
formed pursuant to the Mello-Roos
Community Facilities Act of 1982, as
amended (California Government Code
53311 et esq.) and be subject to a special tax
levied hereunder. The special tax shall be in
an amount that is subject to an annual
increase in accordance with the designated
consumer price index as a January 1 of each
year. The property owner shall cooperate with
the City to accomplish the inclusion of the
project in the community facilities district,
either through annexation to an existing
district or through the formation of a new
district. Such cooperation shall include, but
not be limited to, executing, and filing with the
City Clerk, in a form acceptable to the City
Attorney, any approval, consent, or waiver
required by the City in order to expedite the
inclusion of the project in such a district.
Planning Occupancy
Planning - Standard Conditions of Approval
20 Equipment Screening. All electrical and or
mechanical equipment shall be screened from
public view through fencing or behind a roof
screen. The Building Permit plans shall show
the location of all equipment and screening for
review and approval by the Community
Development Director. If installed at grade,
Planning Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
units shall be permanently installed on non -
moveable materials as reasonably approved
by the Building Official and Community
Development Director.
21 Signage. Prior to the installation of any
signage the Applicant shall apply for and
receive approval of a Sign Program from the
Planning Division and any permits required
from the Building Division in accordance with
Chapter 17.20 of the Hollister Municipal Code.
Planning and
Building
Installation of
Any Signage
22 Trash and Waste Accumulation. The
Applicant or any future owner shall provide
and conduct regular maintenance of the site at
least once daily, in order to eliminate and
control the accumulation of trash, excess
waste materials and debris.
Planning and
Code
Enforcement
On-going
23 Colors. The exterior paint colors of the
building(s) are subject to City review and
approval. The Applicant shall submit proposed
color samples for the exterior of the building
for review and approval by the Planning
Division prior to issuance of a Building Permit.
The Applicant may also be required to paint a
portion of the building the proposed colors for
review and approval by the Community
Development Director prior to painting the
building(s).
Planning Issuance of a
Building
Permit
24 Continuous Maintenance. Prior to
occupancy, a plan or agreement for
continuous maintenance and management of
the development, to include, but not be limited
to, paved surfaces, utilities, trash and
recycling enclosures, and open space areas
such as in the form of Codes Covenants &
Restrictions (CC&R's) or a maintenance
agreement shall be recorded for building
operations and provided to the City. The
applicant shall be required to obtain garbage
service at the site consistent with approved
plans.
Planning and
Engineering
Prior to
Occupancy
25 Future Modifications. Any future
modifications to the exterior of the buildings,
site layout, trash enclosures, amenities, roof
deck open space, or the landscaping shall
Planning On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
require review and approval by the City in a
manner determined by the Community
Development Director.
Planning - Project Specific Conditions
26 Use. The use of this property shall be limited
to a sober living facility or similar use as
allowed under CUP 2022-5 and the West
Fairview Specific Plan Amendment. Any
modifications require prior approval by the
Community Development Director
Planning On-going
Landscaping - Standard Conditions
27 Final Landscape and Irrigation Plans. Final
Landscape and Irrigation Plans, all written
documentation and an Application Fee as
required by Chapter 15.22, Water Efficient
Landscape Ordinance, shall be submitted to
the Planning Division in conjunction with an
application for a building permit. The Plans
shall be prepared and stamped by a State
licensed landscape architect or registered
engineer shall be submitted for review and
approval by the Community Development
Director. Plans shall be generally consistent
with the conceptual landscape plans received
by the Planning Department on March 5,
2025, except as modified by the Conditions
listed below or as required by the Community
Development Director. The Plans shall be
approved, and all landscaping shall be
installed prior to Occupancy.
Planning Building
Permit
Application
28 Landscaping. The Applicant/Development
shall construct all landscaping within the site
and along the project frontage. The on-site
landscaping shall be to the satisfaction of the
Community Development Director. The street
trees on the frontage landscaping shall be a
minimum of 36” box, their exact tree locations
and varieties shall be approved by the
Community Development Director and the
City Engineer.
Planning and
Engineering
Landscape
Application/
Improvement
Plans
29 Shrubs. All shrubs shall be continuously
maintained including pruning and regular
watering. If at any time the shrubs in the
parking lot or throughout the project site are
Planning and
Code
Enforcement
On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
damaged, missing, dead, or dying these
shrubs shall be immediately replaced with the
same species to the reasonable satisfaction of
the Community Development Director.
30 Trees. The Applicant and/or property owner
shall continuously maintain all trees shown on
the approved Landscape Plans including
replacing dead or dying trees with the same
species, pruning and regular watering of the
trees.
Planning and
Code
Enforcement
On-going
31 Maintenance of Irrigation. The property
owner shall be responsible for maintenance of
all on-site landscaping and irrigation systems,
which shall be kept in a neat, clean, and
healthy manner and in compliance with the
approved plans. The applicant will maintain
the approved landscaping in perpetuity. No
trees, shrubs, or plant material shall obstruct
site distance of motorists and pedestrians.
Planning and
Code
Enforcement
On-going
Building - Standard Conditions
32 Building Codes and Ordinances. All project
construction shall conform to all local and
State energy and seismic requirements, all
applicable Building and Fire Codes and
ordinances in effect at the time of building
permit.
Building Building
Permit
Application
33 Code Compliance. All building permit plans
shall conform to all local and State energy and
seismic requirements and all applicable
Building and Fire Codes.
Building Building
Permit
Application
34 Additional Approvals. Prior to building
permit issuance, the Applicant shall provide
the Building Department with verification that
all necessary permits and approvals from the
Fire Department and San Benito County
Environmental Health Department permits
have been obtained.
Building Building
Permit
Application
35 ADA. All requirements for handicapped
accessibility shall be met, including but not
limited to parking, access ramps and building
accessibility facilities.
Building Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
36 Impact Fees: Prior to occupancy, all impact
fees must be paid to the Building Department
and shall be based on those in effect at the
time of connection. Development impact fees
that apply to the project are listed below:
Building and
Engineering
Occupancy
a. Water Connection (City of Hollister)
b. Traffic Impact Fee
c. Sewer Facilities Development
Impact Fee
d. Sewer Collection
e. Storm Drainage
f. Police Impact Fee
g. Fire Impact Fee
h. Jail and Juvenile Hall Facilities
For a complete list of all applicable impact
fees, please contact the City of Hollister
Engineering Department at 831-636-4340.
Such list is also made available on our City
website, under Engineering Department.
Note: School Impact Fees, unless otherwise
required by law, shall be paid to the school
district(s) prior to building permit issuance.
Fire Department - Standard Conditions
37 [A] 102.1 Construction and Design
Provisions. The construction and design
provisions of the fire code shall apply as
follows:
Fire Building
Permit
Application
a. Structures, facilities and conditions
arising after the adoption of this code.
b. Existing structures, facilities and
conditions not legally in existence at the time
of adoption of this code.
c. Existing structures, facilities and
conditions when identified in specific sections
of this code.
d. Existing structures, facilities and
conditions, which, in the opinion of the Fire
Code Official, constitutes a distinct hazard to
life and property.
e. Existing Structures, alterations and
repairs:
i. All new work performed in alterations
and/or repairs to existing structures shall
comply with the current provisions of this
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
Chapter.
ii. When alterations and/or repairs
result in the removal, alteration, modification,
replacement and/or repair of fifty percent or
more of the external walls of a building, or
result in the removal, alteration, modification,
replacement and/or repair of fifty percent or
more of the existing internal structural and/or
non-structural framework, independently or in
combinations thereof, within a five-year
period, the entire building shall be made to
conform to the current provisions of this
Chapter.
iii. Calculations of linear wall
measurements shall be shown on all plans
submitted for building permits, on the cover
page in the project description of said plans.
iv. The determination under this
section of the requirements for upgrading any
existing structure to full conformance with
current provisions of this Chapter shall be at
the sole discretion of the Fire Code Official.
38 [A] 102.3 Change of use or Occupancy. A
change of occupancy shall not be made
unless the use or occupancy is made to
comply with the requirements of this code and
the California Existing Building Code,
provided that the new or proposed use or
occupancy is less hazardous, based on life
and fire risk, than the existing use or
occupancy. Exception: Where approved by
the fire code official, a change of occupancy
shall be permitted without complying with the
requirements of this code and the California
Existing Building Code, provided that the new
or proposed use or occupancy is less
hazardous, based on life and fire risk, than the
existing use or occupancy.
Fire On-going
39 Occupancy prohibited before approval.
The building or structure shall not be occupied
prior to the fire code official issuing a permit
and conducting associated inspections
Fire Occupancy
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
indicating the applicable provisions of this
code have been met.
40 [A] 105.4.1 Construction Document
Submittals. Construction documents and
supporting data shall be submitted in two or
more sets with each application for a permit
and in such form and detail as required by the
Fire Code Official. The construction
documents shall be prepared by a registered
design professional where required by the
statutes of the jurisdiction in which the project
is to be constructed.
Fire Building
Permit
Application
41 105.4.2 Information on Construction
Documents. Construction documents shall
be drawn to scale on suitable material.
Electronic media documents are allowed to be
submitted where approved by the Fire Code
Official. Construction documents shall be of
sufficient clarity to indicate the location, nature
and extent of the work proposed and show in
detail that it will conform to the provisions of
this code and relevant laws, ordinances rules
and regulations as determined by the Fire
Code Official.
Fire Building
Permit
Application
42 [A] 105.4.2.1 Fire Protection system shop
drawings. Shop drawings for the fire
protection system(s) shall be submitted to
indicate compliance with this code and the
construction documents and shall be
approved prior to the start of installation. Shop
drawings shall contain all information as
required by the referenced installation
standards found in Chapter 9 of this Code.
Fire Building
Permit
Application
43 304.1.2 Vegetation. Weeds, grass, vines, or
other growth that is capable of being ignited
and endangering property, shall be cut down
and removed by the owner or occupant of the
premises. Vegetation clearance requirements
in urban-wildland interface areas shall be in
accordance with Chapter 49.
Fire On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
44 California Code of Regulations, Title 19,
Division 1, §3.07(b)] Clearances. (b)
Ground Clearance. The space surrounding
every building or structure shall be maintained
in accordance with the following:
Fire On-going
Any person that owns, leases, controls,
operates, or maintains any building or
structure in, upon, or adjoining any
mountainous area or forest-covered lands,
brush covered lands, or grass-covered lands,
or any land which is covered with flammable
material, shall at all times do all of the
following:
a. Maintain around and adjacent to such
building or structure a firebreak made by
removing and clearing away, for a distance of
not less than 30 feet on each side thereof or
to the property line, whichever is nearer, all
flammable vegetation or other combustible
growth. This section does not apply to single
specimens of trees, ornamental shrubbery, or
similar plants which are used as ground cover,
if they do not form a means of rapidly
transmitting fire from the native growth to any
building or structure.
b. Maintain around and adjacent to any
such building or structure additional fire
protection or firebreak made by removing all
bush, flammable vegetation, or combustible
growth which is located from 30 feet to 100
feet from such building or structure or to the
property line, whichever is nearer, as may be
required by the enforcing agency if he finds
that, because of extra hazardous conditions, a
firebreak of only 30 feet around such building
or structure is not sufficient to provide
reasonable fire safety. Grass and other
vegetation located more than 30 feet from
such building or structure and less than 18
inches in height above the ground may be
maintained where necessary to stabilize the
soil and prevent erosion.
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
45 503.1.1 Buildings and Facilities. Approved
fire apparatus access roads shall be provided
for every facility, building or portion of a
building hereafter constructed or moved into
or within the jurisdiction. The fire apparatus
access road shall comply with the
requirements of this section and shall extend
to within 150 feet (45 720 mm) of all portions
of the facility and all portions of the exterior
walls of the first story of the building as
measured by an approved route around the
exterior of the building or facility.
Fire Building
Permit
Application
46 Additional access. The fire code official is
authorized to require more than one fire
apparatus access road based on the potential
for impairment of a single road by vehicle
congestion, condition of terrain, climatic
conditions or other factors that could limit
access.
Fire Building
Permit
Application
47 503.2 Fire Department Access and Egress.
(Roads) Required access roads from every
building to a public street shall be all-weather
hard surfaced (suitable for use by fire
apparatus) right-of-way not less than 20 feet
in width. Such right-of-way shall be
unobstructed and maintained only as access
to the public street.
Fire Building
Permit
Application
48 Fire Apparatus Access Roads. Fire
apparatus access roads shall have an
unobstructed width of not less than 20 feet,
exclusive of shoulders, except for approved
security gates in accordance with Section
503.6, and an unobstructed vertical clearance
of not less than 13 feet 6 inches.
Fire Building
Permit
Application
49 503.2.7.1 Paving. All fire apparatus access
roads over eight percent (8%) shall be paved
with a minimum of .17 f eet of asphaltic
concrete on 0.34 feet of aggregate base. All
fire apparatus access roads over fifteen
percent (15%) where approved shall be paved
with perpendicularly grooved concrete.
Fire Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
50 503.3 Marking. Where required by the fire
code official, approved signs or other
approved notices or markings that include the
words NO PARKING—FIRE LANE shall be
provided for fire apparatus access roads to
identify such roads or prohibit the obstruction
thereof. The means by which fire lanes are
designated shall be maintained in a clean and
legible condition at all times and be replaced
or repaired when necessary to provide
adequate visibility.
Fire Occupancy
51 505.1 Address identification. New
and existing buildings shall be provided
with approved address identification. The
address identification shall be legible and
placed in a position that is visible from the
street or road fronting the property. Address
identification characters shall contrast with
their background. Address numbers shall be
Arabic numbers or alphabetical letters.
Numbers shall not be spelled out. Each
character shall be not less than 4 inches (102
mm) high with a minimum stroke width
of 1/2 inch (12.7 mm). Where required by
the fire code official, address identification
shall be provided in
additional approved locations to facilitate
emergency response. Where access is by
means of a private road and the building
cannot be viewed from the public way, a
monument, pole or other sign or means shall
be used to identify the structure. Address
identification shall be maintained.
Fire Building
Permit
Application
52 506.1 Required. Where access to or within a
structure or an area is restricted because of
secured openings or where immediate access
is necessary for life-saving or fire-fighting
purposes, the fire code official is authorized to
require a key box or other approved
emergency access device to be installed in an
approved location. The key box or other
approved emergency access device shall be
of an approved type and shall contain keys or
other information to gain necessary access as
Fire Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
required by the fire code official. Where a key
box is used, it shall be listed in accordance
with UL 1037. This jurisdiction utilizes the
KNOX Box and Security Systems.
53 507.3 Fire flow. Fire-flow requirements for
buildings or portions of buildings and facilities
shall be determined by an approved method
or Appendix B.
Fire Building
Permit
Application
54 507.5.1 Required. Where a portion of the
facility or building hereafter constructed or
moved into or within the jurisdiction is more
than 400 feet (122 m) from a hydrant on a fire
apparatus access road, as measured by an
approved route around the exterior of the
facility or building, on-site fire hydrants and
mains shall be provided where required by the
fire code official.
Fire Building
Permit
Application
55 507.5.1.1 Hydrant for standpipe systems.
Buildings equipped with a standpipe system
installed in accordance with Section 905 shall
have a fire hydrant within 100 feet (30 480
mm) of the fire department connections.
Fire Building
Permit
Application
56 507.5.4 Obstruction. Unobstructed access
to fire hydrants shall be maintained at all
times. The fire department shall not be
deterred or hindered from gaining
immediate access to fire protection
equipment or fire hydrants.
Fire Building
Permit
Application
57 507.5.5 Clear Space Around Hydrants. A 3-
foot (914 mm) clear space shall be maintained
around the circumference of fire hydrants,
except as otherwise required or approved.
Fire On-going
58 507.5.6 Physical Protection. Where fire
hydrants are subject to impact by a motor
vehicle, guard posts or
other approved means shall comply
with Section 312.
Fire Final and
On-going
59 509.1 Identification. Fire protection
equipment shall be identified in an approved
manner. Rooms containing controls for air-
conditioning systems, sprinkler risers and
valves, or other fire detection, suppression or
control elements shall be identified for the use
of the fire department. Approved signs
Fire Final
Inspection
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
required to identify fire protection equipment
and equipment location shall be constructed
of durable materials, permanently installed
and readily visible.
60 509.1.1 Utility Identification. Where required
by the fire code official, gas shutoff valves,
electric meters, service switches and other
utility equipment shall be clearly and legibly
marked to identify the unit or space that it
serves. Identification shall be made in
an approved manner, readily visible and shall
be maintained.
Fire Final
Inspection
61 901.5.1 Occupancy. It shall be unlawful to
occupy any portion of a building or structure
until the required fire detection, alarm and
suppression systems have been tested and
approved.
Fire Occupancy
62 903.2 Approved automatic sprinkler
systems shall be provided in all new buildings
and structures constructed, moved into or
relocated within the jurisdiction. 13D Systems
approved for all new buildings.
Fire Building
Permit
Application
63 912.2 FDC Location. With respect to
hydrants, driveways, buildings and
landscaping, fire department connections
shall be so located that fire apparatus and
hose connected to supply the system will not
obstruct access to the buildings for other fire
apparatus. The location of fire department
connection(s) shall be approved by the fire
code official (STREET SIDE)
Fire Building
Permit
Application
64 912.2.1 Visible location. Fire department
connections shall be located on the street side
of buildings, fully visible and recognizable
from the street or nearest point of fire
department vehicle access or as otherwise
approved by the fire code official.
Fire Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
65 912.4.1 Locking fire department
connection caps. The fire code requires
locking caps on fire department connections
for water-based fire protection systems where
the responding fire department carries
appropriate key wrenches for removal. This
jurisdiction utilizes the KNOX Box and
Security Systems.
Fire Occupancy
66 912.4.2 Clear Space Around Connections.
A working space of not less than 36 inches
(914 mm) in width, 36 inches (914 mm) in
depth and 78 inches (1981 mm) in height shall
be provided and maintained in front of and to
the sides of wall-mounted fire department
connections and around the circumference of
free-standing fire department connections,
except as otherwise required or approved by
the fire code official.
Fire Occupancy
and On-going
67 912.4.3 Physical Protection. Where fire
department connections are subject to impact
by a motor vehicle, vehicle impact protection
shall be provided in accordance with Section
312.
Fire On-going
68 33. 912.6 Backflow protection. The potable
water supply to automatic sprinkler and
standpipe systems shall be protected against
backflow as required by the Health and Safety
Code Section 13114.7.
Fire Building
Permit
Application
69 310 ACCESS FOR FIRE FIGHTING
Approved vehicle access for firefighting shall
be provided to all construction or demolition
sites. Vehicle access shall be provided to
within 100 feet (30 480 mm) of temporary or
permanent fire department connections.
Vehicle access shall be provided capable of
supporting vehicle loading under all weather
conditions. Hollister Fire Department requires
all weather hard paved roadway.
Fire On-going
70 3311.2 Maintenance of Egress.
Required means of egress and
required accessible means of egress shall be
maintained during construction and
demolition, remodeling or alterations and
additions to any building.
Fire On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
Exception: Approved temporary means of
egress and accessible means of
egress systems and facilities.
71 Section 3315 Portable Fire Extinguishers.
Structures under construction, alteration or
demolition shall be provided with not less than
one approved portable fire extinguisher in
accordance with Section 906 and sized for not
less than ordinary hazard as follows:
A. At each stairway on all floor levels
where combustible materials have
accumulated.
B. In every storage and construction shed.
C. Additional portable fire extinguishers
shall be provided where special
hazards including, but not limited to,
the storge and use of flammable and
combustible liquids.
Fire During
Construction
72 Access Road Width with a Hydrant. Where
a fire hydrant is located on a fire apparatus
access road, the minimum road width shall be
26 feet.
Fire Building
Permit
Application
73 Gates. Gates providing access from a road to
a driveway shall be located at least 30 feet
from the roadway and shall open to allow a
vehicle to stop without obstructing traffic on
the road. Gate entrances shall be at least the
width of the traffic. Where a one-way road with
a single traffic lane provides access to a gated
entrance. A 40-foot turning radius shall be
used. Where gates are to be locked, the
installation of a key box, lock or Knox key
switch is required.
Fire Building
Permit
Application
74 P104.2 Addresses for buildings. (FIRE 011)
All buildings shall be issued an address in
accordance with jurisdictional requirements.
Each occupancy, except accessory buildings,
shall have its own permanently posted
address. When multiple occupancies exist
within a single building, each individual
occupancy shall be separately identified by its
Fire Building
Permit
Issuance
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
own address. Letters, numbers, and symbols
for addresses shall be a minimum of 4-inch
height, 1/2-inch stroke, contrasting with the
background color of the sign, and shall be
Arabic. 12–18-inch height for commercial or
multi-family residential developments).
75 P105.1 Water systems shall be installed and
made serviceable prior to the time of
construction. Water systems constructed,
extended or modified to serve a new
development, a change of use, or an
intensification of use, shall be designed to
meet, in addition to average daily demand, the
standards to meet the local Jurisdiction per
NFPA Standard 1142, or other adopted
standards. The quantity of water required
pursuant to this chapter shall be in addition to
the domestic demand and shall be
permanently and immediately available.
Fire Building
Permit
Issuance
76 P105.4 Fire hydrants and valves. A fire
hydrant or fire valve is required. The hydrant
or fire valve shall be 18 inches above grade, 8
feet from flammable vegetation, no closer than
4 feet nor further than 12 feet from a roadway,
and in a location where fire apparatus using it
will not block the roadway. The hydrant
serving any building shall be not less than 50
feet and by road from the building it is to serve.
More restrictive hydrant requirements may
be applied by the Reviewing Authority.
Each hydrant/valve shall be identified with a
reflectorized blue marker, with minimum
dimensions of 3 inches, located on the
driveway address sign, non-combustible post,
or fire hydrant riser.
Fire Occupancy
77 P109.1 Standard defensible space
requirements. Combustible vegetation shall
be removed from within a minimum of 100 feet
or to the property line from structures,
whichever is closer.
Fire On-going
78 Final Inspection. To schedule a final fire life
safety inspection please call and pay
associated fees and schedule the inspection
at 831-636-4325
Fire Final
Inspection
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
79 Gate. The existing gate may need to be wider.
Compliance with accessibility requirements
for fire trucks will be reviewed with building
permit plans.
Fire Building
Permit
Issuance
80 Fire Hydrant. A fire hydrant may be required
on-site.
Fire Building
Permit
Issuance
Engineering - Construction Standard Conditions of Approval 81 Design. Developer shall design
improvements in accordance with City Design
Standards, Standard Specifications, and
Standard Plans (collectively referred to as
“City Standards”), applicable codes and
ordinances, geotechnical recommendations,
and industry best practices to the satisfaction
of the City Engineer.
Engineering Building
Permit
Issuance
82 Improvement Plan Package. Developer shall
submit a complete Improvement Plans
package for review and approval by the City
Engineer. The submittal shall include all
necessary supporting documentation,
required plan checking fees, and all other
items required by Hollister Municipal Code
Chapter 16 and the City Engineer.
Engineering Building
Permit
Issuance
83 Approved Resolution. A complete hard copy
of the approved signed resolution shall be
included with the submittal of the
Improvement /Grading Plans to the City
Engineer.
Engineering Prior to
Grading Plan
Submittal
84 Soils Report. As part of the Improvement
Plan submission, a geotechnical soils report
shall be submitted to comply with the current
building code in accordance with the
provisions of the City Subdivision Ordinance.
Engineering Improvement
Plan Issuance
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
85 Drainage Report. A drainage report shall be
submitted for review and approval by the City
Engineer. The drainage report shall include,
but is not limited to, depiction of all tributary
areas on and to the site and shall provide all
information pertinent to the capability of the
proposed drainage facilities to handle the
expected post-construction storm water
management (LID, runoff control and
reduction, water quality treatment, etc.), and
flood control measures as required for the site.
Additionally, the report shall include or
incorporate the grading plan, CSCP, SWCP,
and landscape plan for the project.
Engineering Improvement
Plan
Application
86 Sanitary Sewer and Storm Drain Capacity
Analysis and Water. Developer shall provide
an on-site sanitary sewer collection system
capacity study with the submittal of
improvement plans to determine the required
size of the sewer lateral.
Engineering Improvement
Plan
Application
87 Utility Meters. Each dwelling unit shall be
metered separately for electricity, gas, water,
and sewer services. Water meters shall be
Radio Read Meters; for details, contact the
Community Services Department Utilities
Division at (831) 636-4377. Water for irrigation
shall be separately metered.
Engineering Improvement
and Building
Permit
Application
88 Existing Site Conditions. The improvement
plans shall clearly show all existing structures,
site improvements, utilities, water wells, septic
tanks, leach fields, gas and wire services, etc.
The plan shall include any pertinent off -site
water well and private waste disposal systems
that are located within regulated distances to
the proposed drainage and utility
improvements. The plan shall include the
proposed disposition of the improvements and
any proposed phasing of their demolition and
removal.
Engineering Improvement
Plan
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
89 Existing Easements. The Improvement
plans shall show and clarify the extent of all
existing public and private easements.
Developer shall provide any additional
clarification regarding the use and disposition
of any water wells. Developer shall provide
any additional clarifications, amendments,
and/or quit-claims on any outstanding private
easement agreements, as necessary.
Engineering Improvement
Plan
Application
90 Improvements in the Public Right of Way.
Developer shall protect all improvements,
including, but not limited to, sidewalk, curb,
gutter, lighting, undergrounding of any existing
utilities, irrigation, landscaping, and pavement
within the City’s right of way. Any
improvements that are not in good repair, as
determined by the City Engineer, will be
replaced by the Developer prior to final
occupancy.
Engineering Occupancy
91 Site Clearance. Prior to receiving issuance of
a grading permit, the project site shall be
properly cleared of all fences, wells, septic
tanks, irrigation pipes, fuel tanks and other
structures. Certificates from the County
Environmental Health Department shall be
provided to the City Engineer for any well or
septic tank abandonment, and from the City
Fire Department for abandoned fuel tanks.
Engineering Grading
Permit
Issuance
92 Storm Water Pollution Prevention Plan
(SWPPP). Prior to any site development or
grading permit issuance, Developer shall
provide evidence of State issued permit and
add the WDID number to the grading plan.
Engineering Grading
Permit
Issuance
93 Storm Water Pollution Prevention Plan
(SWPPP). Prior to any site development or
grading permit issuance, Developer shall
provide evidence of State issued permit and
add the WDID number to the grading plan, if
one acre or more is disturbed. If less than one
acre is disturbed, the project will require an
erosion and sediment control plan as part of
the plan set for review and approval by the
City Engineer.
Engineering Grading
Permit
Issuance
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
94 Post-Construction Storm Water Control
Plan (SWCP). Prior to any site development
or grading, Developer shall submit a SWCP
for review and approval by the Engineering
Department. The SWCP shall meet the
requirements of the California Regional Water
Quality Control Board Central Coast Region,
Resolution No. R3-2013-0032 dated July 12,
2013 (PCRs), entitled Post-Construction
Storm Water Management Requirements for
Development Projects in the Central Coast
Region, as applicable and shall address all
required post-construction storm water runoff
BMP control measures, as applicable. The
Developer shall submit the SWCP as part of
the plan, for City review and approval. The
Developer is advised that the Engineer of
Record shall inspect and provide certification
to the City of Hollister that all storm water post-
construction improvements are properly
installed and comply with the approved civil
design plans.
Engineering Grading
Permit
Issuance
95 Grading and Drainage Plan. Prior to any site
development or grading, Developer shall
submit for review and approval by the
Engineering Department a grading plan that
complies with Chapter 15.24 “Grading and
Best Management Practice Control” and
Section 17.16.140 “Stormwater Management”
of the Hollister Municipal Code and all
subsequent amendments to those codes. Low
Impact Development (LID) strategies shall be
considered and incorporated as part of site
planning and design as appropriately feasible.
Engineering Grading
Permit
Issuance
96 Development Impact Fee. All development
impact fees must be paid prior to receiving
final occupancy from the building department.
The development impact fees shall be based
on those in effect at the time of connection.
Developer must pay all development impact
fees due to the City and/or the County on the
date of the final inspection, or the date the
certificate of occupancy is issued for each
residence, whichever occurs first.
Engineering Occupancy
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
For a complete list of all applicable impact
fees, please contact the City of Hollister
Engineering Department at 831-636-4340.
Such list is also made available on our City
website, under Engineering Department.
Note: School Impact Fees, unless otherwise
required by law, shall be paid to the school
district(s) prior to building permit issuance.
97 Fees. Prior to Improvement or Grading Plan
approval, Developer shall pay all fees
including, but not limited to, fees required by
reimbursement agreements, drainage
agreements, improvement plan checking and
inspection fees, as well as any applicable fees
pursuant to the Public Works Master plan.
Engineering Grading
Permit
Issuance
98 On-Site Drainage. Developer shall be
responsible to maintain all on-site drainage
facilities, including underground chambers,
bio-filtration basins and conduit (pipe).
Engineer Inspection
99 Encroachment Permit. Developer shall
obtain an encroachment permit prior to any
work within the existing right of way.
Engineering Work in Right-
of-Way
100 Surety. Prior to issuance of a grading permit,
Developer shall provide approved surety in
the amount of 100% of the Engineers
Estimate for Performance surety and Labor
and Material surety for all work in the public
right of way plus the grading cost, pay all
applicable fees, provide a work schedule, as
well as insurance certificates as required per
City Standards and Municipal Code sections
15.24.120 and 15.24.315.
Engineering Occupancy
101 On-Site Drainage. Developer shall be
responsible to maintain all on-site drainage
facilities, including underground chambers,
bio-filtration basins, and conduit (pipe).
Engineering On-going
102 Addresses. Prior to building permit issuance,
address requests shall be submitted to the
Engineering Department along with an
Engineering Building
Permit
Issuance
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
AutoCAD file with line work showing the
property lines, curb, gutter, and sidewalk.
103 Utility Clearance. No buildings, trees,
bushes, other structures shall be placed within
ten feet (10’) of the water, storm water, or
sanitary sewer mains unless approved by the
City Engineer.
Engineering Ongoing
104 Addresses. Prior to building permit issuance,
address requests shall be submitted to the
Engineering Department along with an
AutoCAD file with line work showing the
property lines, curb, gutter, and sidewalk.
Engineering Building
Permit
Issuance
105 Utility Clearance. No buildings, trees,
bushes, other structures shall be placed within
ten feet (10’) of the water, storm water, or
sanitary sewer improvements unless
approved by the City Engineer.
Engineering Building
Permit
Application
106 Trash Enclosures: The trash enclosure shall
be designed by a California licensed architect
and a California structural engineer, shall be
located on the site served and shown on the
engineering plans. The trash enclosure shall
include a solid roof to prevent pollutant
discharge and runoff during a rain event. The
size and dimensions of the trash enclosures
shall be based on the required number and
size of containers for trash, recyclables, and
organic waste/composting. The applicant
shall contact Recology to confirm quantity and
size of bins/containers in order to properly size
the trash enclosure(s). The trash enclosure
floor shall be designed to slope to an interior
P-trapped area floor drain and connected to a
grease, oil and sand interceptor before
plumbing to the sanitary sewer system per the
city’s latest engineering standard
specifications and details. The floor shall be
designed to contain all interior run off and not
allow outside storm runoff from entering the
trash enclosure. A sign shall be posted on the
front of the trash enclosure prohibiting the
dumping of hazardous materials into the
sanitary sewer system. The sign shall be 12
Engineering Building
Permit
Issuance
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
inches wide by 18 inches tall, made of rust
proof aluminum, and read “No Hazardous
Waste Dumping” in red letters with white
background. The sign shall be reviewed and
approved by the Engineering Department.
Design Criteria:
1. The design of the trash enclosure
shall be architecturally compatible
with the primary building on site to
provide a coordinated design.
2. The exterior materials and colors of
the enclosure walls shall match the
building walls.
3. Chain link fencing with or without
wooden/plastic slats is prohibited.
4. All trash enclosures shall have solid
metal or wood gates with latches and
be secured in the open/closed
positions with cane bolts. Latch shall
be no higher than five feet.
5. Roofs shall be painted with rust-
inhibitive paint.
107 Landscape/Irrigation Maintenance. The
property owner shall be responsible for
maintenance of all on-site landscaping and
irrigation systems, which shall be kept in a
neat, clean, and healthy manner and in
compliance with the approved plans.
Developer will maintain the approved
landscaping in perpetuity. No trees, shrubs, or
plant material shall obstruct site distance of
motorists and pedestrians.
Engineering On-going
108 Construction. Developer shall construct
improvements in accordance with the
approved plans, City Standard and to the
satisfaction of the City Engineer. All applicable
codes and ordinances, along with the
recommendations of the City Engineer and
any required Geological Investigation, are to
be adhered to. Developer shall construct
underground improvements prior to the
construction of concrete flatwork and
Engineering On-going
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
pavement. All construction in the right-of-way
shall be completed prior to final building
approval.
109 Inspection. City shall inspect construction of
improvements. Developer shall schedule
inspections not less than 24 hours before the
work. Developer shall correct deficiencies
identified by City’s inspector immediately
unless otherwise agreed to by the City
Engineer.
Engineering 24 Hours
Prior to
Inspection
110 Inspection of Underground
Improvements. Underground improvements
shall be inspected prior to backfilling. If
backfill is placed prior to inspection, Developer
shall expose the improvements for inspection.
Engineering Inspection of
Underground
Improvements
111 Closed Circuit Television (CCTV). Before
start of construction, prior to acceptance of the
work, and prior to end of warranty, Developer
shall provide industry-standard CCTV
recording of the storm water system and
sanitary sewer system, for a distance required
by the City Inspector. Any damage found
(occurring prior to, during, or after
construction, but prior to Occupancy) shall be
repaired, inspected by the City, and deemed
satisfactory by the Public Works and
Community Development Departments.
Engineering Prior to
Construction
112 Noise During Construction. Developer shall
employ noise suppression devices and
techniques for construction activities,
including noise suppression devices on
equipment, to the satisfaction of the City
Engineer.
Engineering During
Construction
113 Construction Equipment. Developer shall
maintain construction equipment and properly
tune in accordance with manufacturer’s
specifications. Equipment shall be checked by
a certified visible emissions evaluator. All non-
road diesel construction equipment shall at a
minimum meet Tier 3 emission standards
listed in the Code of Federal Regulations Title
40, Part 89, Subpart B, 89.112.
Engineering During
Construction
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
114 Construction Hours. Construction activities
shall be limited to the hours of 7:00 am to 6:00
pm. Monday through Friday and 8:00 am to
6:00 pm on Saturdays. Construction activities
are prohibited on Sundays and federally
recognized holidays per Ordinance 1137 of
the Hollister Municipal Code. No Construction,
Landscape Maintenance, or Grounds
Maintenance activities shall occur on federal
holidays.
Engineering During
Construction
115 Construction Dust and Emissions. To
reduce dust emissions from demolition,
grading, and construction activities on the
project site, the following language shall be
included in all grading and construction plans
for the project prior to issuance of demolition
or grading permits:
a Dust control measures shall be
employed to reduce visible dust
leaving the project site. The
following measures or equally
effective substitute measures shall
be used:
b When available, recycled water to
add moisture to the areas of
disturbed soils twice a day, every
day, to prevent visible dust from
being blown by the wind. Check with
the Public Works Department for the
availability of recycled water;
c Apply chemical soil stabilizers or
dust suppressants on disturbed soils
that will not be actively graded for a
period of four or more consecutive
days;
d Apply non-toxic binders and/or
hydro seed disturbed soils where
grading is completed, but on which
more than four days will pass prior to
paving, foundation construction, or
placement of other permanent
cover;
e Cover or otherwise stabilize
stockpiles that will not be actively
Engineering During
Construction
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
used for a period of four or more
consecutive days, or water at least
twice daily as necessary to prevent
visible dust leaving the site, using
raw or recycled water when feasible;
f Maintain at least two feet of free
board and cover all trucks hauling
dirt, sand, or loose materials;
g Install wheel washers at all
construction site exit points, and
sweep streets if visible soil material
is carried onto paved surfaces;
h Stop grading, and earth moving if
winds exceed 15 miles per hour;
i Pave roads, driveways, and parking
areas at the earliest point feasible
within the construction schedule;
j Post a publicly visible sign with the
telephone number and person to
contact regarding dust complaints.
This person shall respond and take
corrective action within 48 hours of
receiving the complaint. The phone
number of the Monterey Bay Air
Resources District shall also be
visible to ensure compliance with
Rule 402 (Nuisance);
k Limit the area under construction at
any one time; and
l Construction equipment shall use
alternative fuels such as
compressed natural gas (CNG),
propane, electricity or biodiesel
whenever possible.
116 Damage to Existing and New
Improvements. Developer shall replace
existing and new improvements removed or
damaged as determined by the City Engineer.
Engineering Occupancy
117 Deed Restriction. A deed restriction shall be
recorded prior to occupancy for all on-site post
construction requirements including, but not
limited to, bio-filtration basin chambers and
Engineering Occupancy
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
pipe. This will guarantee maintenance of
drainage features.
118 Improvement Warranty. Developer shall
warranty improvements for one year.
Contractor shall provide a warranty bond prior
to acceptance of the improvements.
Engineering Occupancy
and for One
Year
119 Reduced Pressure Principal (RPP): When
the City of Hollister deems it necessary, prior
to improvement plan approval, the applicant
shall be required to permit through the
Building Department an RPP backflow
prevention device at their sites which shall
meet the following criteria:
a Developer shall pay for the water meter
and fees associated with the RPP and
install the meter prior to the installation of
the RPP.
b The RPP shall conform to all AWWA
(American Water Works Association)
standards and shall be appropriately
sized for the specific application on the
site.
c The RPP shall be inspected by a certified
California-Nevada AWWA Backflow
Prevention Assembly General Tester.
The Utility Division shall provide a list of
acceptable Assembly Testers within the
area.
d The Utility Division shall receive a copy
of the initial RPP inspection report.
e Any and all RPP defects shall be
immediately repaired or replaced prior to
the Utility Division reestablishing water
service to the sites. The owner/operators
shall have the RPP inspected/tested
each year thereafter, with all reports
forwarded to the Utility Division.
f Should the RPP fail to pass any
inspection or test, the device shall be
immediately repaired or replaced, with
all repair and/or replacement reports
Engineering
and Planning
Building
Permit
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
forwarded to the Utility Division.
g The RPP shall be installed according to
AWWA standards, in regards to concrete
padding and surrounding
landscape/RPP height requirements.
h The RPP shall be installed inside a wire-
mesh cage enclosure, preferably green
in color, with a hinge on one end and a
locking hasp device on the other to
prevent vandalism and unauthorized
entries.
i The RPP shall be installed at a site
between the City’s water meter and the
building inside the property line where
the RPP can be readily observed and be
easily accessible for future inspections.
120 Reduced Pressure Principal (RPP). When
the City of Hollister deems it necessary, the
applicant shall be required to install an RPP
backflow prevention device at their sites which
shall meet the following criteria:
a. The RPP shall conform to all AWWA
(American Water Works Association)
standards and shall be appropriately sized for
the specific application on the site.
b. The RPP shall be inspected by a certified
California-Nevada AWWA Backflow
Prevention Assembly General Tester. The
Utility Division shall provide a list of
acceptable Assembly Testers within the area.
c. The Utility Division shall receive a copy of
the initial RPP inspection report.
d. Any and all RPP defects shall be
immediately repaired or replaced prior to the
Utility Division reestablishing water service to
the sites. The owner/operators shall have the
RPP inspected/tested each year thereafter,
with all reports forwarded to the Utility
Division.
e. Should the RPP fail to pass any inspection
or test, the device shall be immediately
repaired or replaced, with all repair and/or
Public Works Improvement
Plan
Application
Resolution No. 2025-XX
No. Condition of Approval Responsible
Department
Required
Prior To:
replacement reports forwarded to the Utility
Division.
f. The RPP shall be installed according to
AWWA standards, in regards to concrete
padding and surrounding landscape/RPP
height requirements.
g. The RPP shall be installed inside a wire-
mesh cage enclosure, preferably green in
color, with a hinge on one end and a locking
hasp device on the other to prevent vandalism
and unauthorized entries.
h. The RPP shall be installed at a site between
the City’s water meter and the building inside
the property line where the RPP can be readily
observed and be easily accessible for future
inspections.
Police - Standard Conditions of Approval
121 Lighting. Prior to occupancy, the Applicant
shall provide evening lighting, which is
unobtrusive for neighboring parcels, on the
project site. All light sources should be fully
shielded from off-site view. All lights are to be
downcast except where it can be proven to not
adversely affect other parcels.
Police Occupancy
122 Security Contact. Prior to occupancy, the
applicant shall provide three security contact
persons to the City Police Department every
two years. Please provide this to the
Community Services Officer (831) 636-4330.
Police Occupancy
123 Graffiti. The Applicant shall maintain a clean
facility and keep walls, fencing, signage, etc.
free from graffiti. All graffiti must be removed
or painted over within 48 hours of it appearing.
Police On-going
Resolution No. 2025-XX
PASSED AND ADOPTED, by the City Council of the City of Hollister at a regular meeting held on May 19, 2025, by the following vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
Roxanne Stephens, Mayor
ATTEST: APPROVED AS TO FORM:
Lozano Smith Attorneys at Law
____
Jennifer Woodworth, MMC, City Clerk Mary F. Lerner, City Attorney
I, Jennifer Woodworth, MMC, City Clerk of the City of Hollister, do hereby certify that the attached Resolution No. 2025-XX is an original resolution, or true and co rrect copy of a City resolution, duly adopted by the Council of the City of Hollister at a regular meeting held on May 19, 2025, at which meeting a quorum was present.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Hollister on May 19, 2025.
Jennifer Woodworth, MMC
City Clerk of the City of Hollister
BRIGHT FUTURE RECOVERY
1000 FAIRVIEW ROAD,
HOLLISTER, CA 95023
A.B.
ABV.
A/C
ACOUS.
ADJ.
ADJ.
AL.
ALT.
AMP.
AVG.
BD.
BLDG.
BLK'G.
BLT-IN
BM.
B.N.
BRG.
B.S.
CABT.
CALC.
CMBR.
C.H.C.
C.I.
C.J.
C.L.
CLG.
CLR.
CNTR.
CNTRTP.
C.O.
CONC.
CONT.
CPT.
C.R.
CSMT.WDW.
C.T.
CULT.
D.
DBL.
D.F.
DIA. OR Ø
DIAG.
DIM.
DISP.
DP.
DR.
DRP.
D.S.
DTL.
D.W.
DWG.
DWR.
EA.
ELECT.
ELEV.
E.N.
EQ.
EXH.
EXT.
E.W.
FAU.
F.G.
F.G.
F.G.
FIN.
FIN.FLR.
F.J.
FL.
FLUOR.
F.M.C.
F.N.
FND.
F.O.C.
F.O.M.
F.O.S.
FR.DR.
FTG.
GALV.
G.B.
G.D.
G.D.O.
G.F.I.
G.I.
GL.
GRD.
GRND.
GYP.
G.L.B.
G.T.
H.C.
H.D.
HDR.
HGT.
HNGR.
INSUL.
INT.
LAV.
LAM.
L.F.
L.L.
LUM.
LVR.
MAR.
MAS.
MAX.
M.B.
M.C.
MFR.
MIN.
MIR.
M=L
M.O.
MTD.
MTL.
N.G.
N.I.C.
NOM.
N.T.S.
O/
O.A.
OBS.
O.C. OR O/C
O.H.
OPG.
OSA
O.S.B.
P.B.
P.C.
P.C.
PCE.
PH.
PLT.
PLAS.
PLYWD.
PR.
PSF
PSI
P=L
P.T.D.F.
PVC
R.
RAD.
R.A.G.
RECPT.
REF.
REFER.
REINF.
RE/S
REQ'D
RE.
REV.
R.J.
RO-IN
R.O.
RO/S
R.R.
RWD.
S.
S.C.
SCH.
SCRND.
SEC.
SECT.
SEL.
SEL.STR.
SER.
S.H.
SHT.
SHTHG.
SHWR.
SL.
SPL.
SPN.
S & P
S.S.
STD.
S.V.
STRUCT.
SW.
T.
T & B
T.C.
TEMP.GL.
T & G
TJI.
T.O.C.
T.O.M.
T.O.S.
T.O.W.
T.V.
UNFIN.
UR.
U.N.O.
VAN.
VEN.
VERT.
V.G.
V.B.
V.P.
W.
W/
W.C.
WD.
WDW.
W.H.
W/O
W.P.
W/R
WT.
ANCHOR BOLT
ABOVE
AIR CONDITIONING
ACOUSTICAL
ADJACENT
ADJUSTABLE
AL. ALUMINUM
ALT. ALTERNATE
AMPERAGE
AVERAGE
BOARD
BUILDING
BLOCKING
BUILT-IN
BEAM
BOUNDARY NAILING
BEARING
BAR SINK
CABINET
CALCULATION
CAMBER
CEILING HEIGHT
CHANGE
CAST IRON
CEILING JOIST
CENTER LINE
CEILING
CLEAR
COUNTER
COUNTER TOP
CASED OPENING
CONCRETE
CONTINUOUS
CARPET
CURTAIN ROD
CASEMENT WINDOW
CERAMIC TILE
CULTURED
DRYER
DOUBLE
DOUGLAS FIR
DIAMETER
DIAGONAL
DIMENSION
DISPOSAL
DEEP
DOOR
DROP
DOWNSPOUT
DETAIL
DISHWASHER
DRAWING
DRAWER
EACH
ELECTRICAL
ELEVATION
EDGE NAILING
EQUAL
EXHAUST
EXTERIOR
EACH WAY
FORCED AIR UNIT
FINISH GRADE
FIXED GLASS
FUEL GAS
FINISH
FINISH FLOOR
FLOOR JOIST
FLUSH
FLUORESCENT
FLOOR MATERIAL
CHANGE
FIELD NAILING
FOUNDATION
FACE OF CURB
FACE OF MASONRY
FACE OF STUDS
FRENCH DOOR
FOOTING
GALVANIZED
GYPSUM BOARD
GARBAGE DISPOSAL
GARAGE DOOR
OPERATOR
GROUND-FAULT
CIRCUIT- INTERRUPTER
GALVANIZED IRON
GLASS
GRADE
GROUND
GYPSUM
GLUED-LAMINATED
BEAM
GIRDER TRUSS
HOLLOW CORE
HOLD DOWN ANCHOR
HEADER
HEIGHT
HANGER
INSULATION
INTERIOR
LAVATORY
LAMINATED
LINEAL FEET/FOOT
LOG LIGHTER
LUMINOUS
LOUVER
MARBLE
MASONRY
MAXIMUM
MACHINE BOLT
MEDICINE CABINET
MFR. MANUFACTURER
MIN. MINIMUM
MIR. MIRROR
MICRO LAM
MASONRY OPENING
MOUNTED
METAL
NATURAL GRADE
NOT IN CONTRACT
NOMINAL
NOT TO SCALE
OVER
OVERALL
OBSCURE
ON CENTER
OVERHEAD
OPENING
OUTSIDE AIR
ORIENTED STRAND
BOARD
PUSH BUTTON
PORTLAND CEMENT
PULL CHAIN
PIECE
PHONE
PLATE
PLASTER
PLYWOOD
PAIR
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
PARALLAM
PRESSURE
TREATED
DOUGLAS FIR
POLY VINYL CHLORIDE
RISER
RADIAL/RADIUS
RETURN AIR GRILLE
RECEPTACLE
REFERENCE
REFRIGERATOR
REINFORCING
RE-SAWN
REQUIRED
REVERSE
REVISION/REVISE
ROOF JOIST
ROUGH-IN
ROUGH OPENING
ROUGH SAWN
ROOF RAFTER
REDWOOD
SINK
SOLID CORE
SCHEDULE
SCREENED
SECOND
SECTION
SELECT
SELECT
STRUCTURAL
SERVICE
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SLIDING
SPLASH
SILL PLATE NAILING
SHELF & POLE
SERVICE SINK
STANDARD
SHEET VINYL
STRUCTURAL
SWITCH
TREAD
TOP & BOTTOM
TRASH COMPACTOR
TEMPERED
GLASS
TONGUE & GROOVE
TRUSS JOIST
TOP OF CURB
TOP OF MASONRY
TOP OF SLAB
TOP OF WALL
TELEVISION
UNFINISHED
URINAL
UNLESS NOTED
OTHERWISE
VANITY
VENEER
VERTICAL
VERTICAL GRAIN
VAPOR BARRIER
VAPORPROOF
WASHER
WITH
WATER CLOSET
WOOD
WINDOW
WATER HEATER
WITHOUT
WEATHER PROOF
WARDROBE
WEIGHT
ALL CONSTRUCTION SHALL COMPLY WITH THE MINIMUM
REQUIREMENTS OF THE FOLLOWING 2019 CALIFORNIA BUILDING
STANDARDS CODE, CCR TITLE 24:
APPLICABLE BUILDING CODES:
2022 CALIFORNIA BUILDING CODE (CBC)
2022 MECHANICAL CODE (CMC)
2022 PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA GREEN BUILDING CODE
2022 CALIFORNIA STANDARDS CODE
CITY AMENDMENTS: CITY OF HOLLISTER,CA
WEST OF FAIRVIEW SPECIFIC PLANS GUIDELINES
ABBREVIATIONS SHEET INDEX
REFERENCE MAPCODE REFERENCE
DESIGN PROPOSAL FOR BRIGHT FUTURE RECOVERY:
1. NEW ADMINISTRATION BUILDING
2. NEW RESIDENCE BUILDING
3. NEW PARKING AREA
4. NEW SPORTS COURT
5. NEW FENCE AND GATES
6. NEW POOL AREA
SCOPE OF WORK REFERENCE
SAFETY, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS OR SAFETY PROGRAMS USED TO PROVIDE A SAFE WORKING ENVIRONMENT ON THE JOB SITE.
CONSTRUCTION EXECUTION , EACH CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, TRANSPORTATION,
AND EQUIPMENT NECESSARY TO PERFORM ALL WORK UNDER HIS TRADE IN FULL ACCORDANCE WITH THE WORKING DRAWINGS, SPECIFICATIONS AND CONTRACTS.
JOB SITE CONDITIONS, EACH CONTRACTOR SHALL CLEAN UP AND REMOVE ALL DEBRIS RESULTING FROM HIS WORK PRIOR TO SUBMITTING REQUEST FOR PROGRESS PAYMENT. IN NO CASE WILL FINAL PAYMENT BE DISPERSED TO
EITHER THE PRIME CONTRACTOR OR ANY SUB-CONTRACTOR UNTIL ALL DEBRIS AND EQUIPMENT OWNED BY SAID CONTRACTOR'S, HAS BEEN REMOVED FROM THIS PROJECT SITE OR UNTIL OWNER APPROVAL HAS BE GRANTED.
THE RESPONSIBLE PARTY, EITHER THE PROJECT OWNER OR THIS SIGNED DESIGNER, SHALL BE NOTIFIED OF ERRORS OR OMISSIONS FOR CORRECTIONS BEFORE PROCEEDING WITH THE WORK.
STORAGE, MATERIALS STORED ON SITE SHALL BE PROTECTED FROM DAMAGE BY MOISTURE, WIND, SUN, ABUSE OR ANY OTHER HARMFUL AFFECTS.
CHANGES, ANY MINOR OR REQUIRED CHANGES OR MODIFICATIONS TO THIS PLAN DO NOT REDUCE OR VOID THE COPYRIGHTS COVERING THIS SET OF PLANS IN ANY WAY. MODIFICATIONS TO THIS PLAN, FOR ANY REASON, SHOULD BE ATTEMPTED BY AND ARCHITECT OR ENGINEER ONLY. DESIGNER ACCEPTS NO RESPONSIBILITY FOR THE QUALITY AND COMPLETENESS OF ANY CHANGES ATTEMPTED.
MATERIALS, ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PER APPLICABLE CODES AND REQUIREMENTS. THE DESIGNER SHALL HAVE NO CONTROL
OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES, OR PROCEDURES IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE
CONTRACTOR, SUB-CONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
SCOPE OF WORK REFERENCE
GENERAL NOTES LEGEND
DETAIL REFERENCE
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION REFERENCE
1 A6.1
1 A6.1
A6.1 1
SECTION NUMBER
ELEVATION NUMBER/LETTER
INTERIOR ELEVATION REFERENCE
ROOM NAME AND NUMBEROFFICE
101
EXISTING FULL
HEIGHT WALL
NEW FULL
HEIGHT WALL
PROYECTION LINES
DETAIL OR PLAN ENLARGEMENT
DETAIL NUMBER
SHEET NUMBER
1 A6.1
KEY NOTE REFERENCE
REVISION
1 1
PROPERTY LINE
COLUMN LINESA
1 AREA/WALLS TO DEMOLISH
PROPERTY SETBACK
PROJECT DATA
DEFFERED SUBMITTALS
1. FIRE SPRINKLER SYSTEMS
2. LANDSCAPE IRRIGATION PLAN
A0
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
1000 Fairview Road,
Hollister, Ca 95023
MASTER SITE PLAN 3D VIEW
SEAL:
SITE PLAN DEVELOPMENT
LOCAL JURISDICTION:CITY OF HOLLISTER, CA
ASSESOR'S PARCEL NUMBER:0577100120
PROJECT ADRESS:1000 FAIRVIEW ROAD, HOLLISTER, CA 95023
ZONING:WEST OF FAIRVIEW-LOW DENSITY RESIDENTIAL
(NEW ZONING TO BE DETERMINED BY CITY)
OCCUPANCY GROUP:LOW DENSITY RESIDENCE
CONSTRUCTION TYPE:TYPE V-Protected Wood Frame
NO. OF STORIES:1 STORY
LOT NUMBER:N/A
(E) TOTAL PARKING SPACES:4
(E) TOTAL ADA PARKING SPACES:0
(N)TOTAL PARKING SPACES:10
(N)TOTAL ADA PARKING SPACES:1
(E) FLOOR AREA:5,489 SF
(E) LAND COVERED BY STRUCTURES:5,489 SF / 53,578.80 SF = 10%
PROPOSED
LAND COVERED BY (E) AND (N) STRUCTURES: 23,304.45 SF / 53,578.80 SF = 43.50% (N)LANDSCAPE COVERAGE:19,420.61 SF / 53,578.80 SF = 36.25% (N)PATHWAYS COVERAGE:10,853.8 SF / 53,578.80 SF = 20.25% AREAS
(E) RESIDENCE 5,489 SF
(N)MAIN HOUSE B.D.2,980.49 SF
(N)GUEST HOUSE B.D.1,691 SF
(N) SPA 326.66 SF
(N) POOL 680 SF
(N)TRASH ENCLOSURE 336 SF
(N) PARKING 10,417.33 SF
(N)HALF BASKETBALL COURT 1,374.97 SF
TOTAL 23,295.45 SF
LIVABLE AREA 8,590.88 SF
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
TITLE SHEET
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
SHEET NO:
A0 TITLE SHEET X
A1 BOUNDARY TOPOGRAPHIC MAP (E)X
A2 ARCHITECTURAL EXISTING PLAN X
A2.1 PROPOSED SITE PLAN X
A2.2 PROPOSED SITE PLAN AND ADJACENT
PROPERTIES
A3.1 ELEVATIONS - ADMIN. BUILDING/MAIN HOUSE X
A3.2 ELEVATIONS - GUEST HOUSE X
A4.1 ADMIN B.D. MAIN HOUSE-ARCHITECTURE
PLAN
X
A4.2 ADMIN B.D. MAIN HOUSE - CONSTRUCTION
PLAN
X
A4.3 ADMIN B.D. MAIN HOUSE - ROOF PLAN X
A4.4 ADMIN B.D. MAIN HOUSE - SECTION VIEWS X
A4.5 ADMIN B.D. MAIN HOUSE - DOOR SCHEDULE X
A4.6 ADMIN B.D. MAIN HOUSE - WINDOW
SCHEDULE
X
A4.7 ADMIN B.D. MAIN HOUSE - ELECTRICAL/MECH
PLAN
X
A4.8 ADMIN B.D. MAIN HOUSE - 3D VIEWS X
A4.9 GUEST HOUSE - FLOOR PLAN AND ROOF PLAN X
A4.10 GUEST HOUSE - CONSTRUCTION PLAN
WINDOW & DOOR SCHEDULE
X
A4.11 GUEST HOUSE - SECTION VIEWS X
A4.12 GUEST HOUSE - ELECTRICAL/MECH PLAN X
A4.13 GUEST HOUSE - 3D IMAGES X
A7 LANDSCAPE PROPOSED PLAN X
A-8 DETAILS X
A-9 FINISHES SCHEDULE X
A-10 3D VIEWS X
C-1 GRADING AND DRAINAGE PLAN X
C-2 STORMWATER CONTROL PLAN X
1 STORMTECH CHAMBER SYTEM DETAILS X
2 STORMTECH CHAMBER SYTEM DETAILS X
FD MONUMENT AS NOTED.
TOP OF CURB
FENCE LINE
BUILDING LINE
SET PROJECT CONTRAL POINT
AS NOTED
TREE
TC
MONUMENT LINE
WATER VALVE
SANITARY SEWER CLEAN OUT
POWER POLE
HISTORICAL LINE
FAIRVIEW ROAD
SIDEWALK
PLANTER STRIP
GRAVEL DRIVEWAY
(E)
GRAVEL PARKING
4 PARKING SPACES
(E)
FUCHSIA DRIVE
MA
R
I
G
O
L
D
S
T
R
E
E
T
6' S
E
T
B
A
C
K
6'
S
E
T
B
A
C
K
5' SETBACK
25' SETBACK
SOUTH
EAST
NORTH
WEST
DECK
(E)
PORCH
(E)
FRONT
PORCH (E)
PORCH
(E)EXISTING HOUSE
5,489 sq ft
(E)
BEDROOM 2
(2 beds)
(E) RECEPTION
(E) KITCHEN
(E) BTH
(E) BTH
(E) BATHROOM
(E)BEDROOM 3
(2 beds)
(E) BEDROOM 5
(3 beds)
(E)
BEDROOM 4
(2 beds)
(E) GARAGE/ STORAGE
(E) lLIVING
ROOM
(E) LAUN-
DRY
(14 beds Total)
(E)
BEDROOM 1
(5 beds)
BRIGHT FUTURE RECOVERY
EXSISTING SITE PLAN Scale 1/4"=1'-0"
..\..\..\..\karla coto\darco llc\darwin fajardo - 1.1 - ls - design studio\2021-17 bright future recovery\3. plans\00 2nd submittal plans\2nd submittal cad and pdfs\IMAGES\Existing\AERIAL VIEW.JPG
PROJECT
NORTH0 5'10'20'
SHEET NO:
A2
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
..\..\..\..\karla coto\darco llc\darwin fajardo - 1.1 - ls - design studio\2021-17 bright future recovery\3. plans\00 2nd submittal plans\2nd submittal cad and pdfs\IMAGES\Existing\RIGHT SIDE VIEW 4.jpg NOTE: EXISTING ELEVATIONS
TO REMAIN UNCHANGED
AERIAL VIEW
FRONT SIDE VIEW 1 (EAST)
FRONT SIDE VIEW 2 (EAST)
LEFT SIDE VIEW 1 (SOUTH)
LEFT SIDE VIEW 2 (SOUTH)
LEFT SIDE VIEW 3 (SOUTH)
REAR SIDE VIEW 1 (WEST)
REAR SIDE VIEW 2 (WEST)
RIGHT SIDE VIEW 1 (NORTH)
RIGHT SIDE VIEW 2 (NORTH)
RIGHT SIDE VIEW 3 (NORTH)
RIGHT SIDE VIEW 4 (NORTH) RIGHT SIDE VIEW 5 (NORTH)
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
EXISTING SITE PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
LOCAL JURISDICTION:CITY OF HOLLISTER, CA
ASSESOR'S PARCEL NUMBER:057710004000
PROJECT ADRESS:1000 FAIRVIEW ROAD, HOLLISTER, CA
95023
ZONING:WEST OF FAIRVIEW-LOW DENSITY
RESIDENTIAL.
SUBJECT USE ALLOWED: PERMITED RESIDENTIAL CARE HOME, 6
OR FEWER.
* CUP RESIDENTIAL CARE HOME, 7 OR MORE.
*PLANNING COMMISION APPROVAL*
PURPOSE:SOBER FACILITY LIVING - A DRUG AND
ALCOHOL DETOX FACILITY.
RESIDENTIAL TREATMENT, SUPPORT IS
DELIVERED THROUGH INDIVIDUAL
GROUP, FAMILY THERAPY,
PSYCHOLOGICAL EDUCATION,
MEDITATION, 12-STEP, AND
NON-12-STEP PROGRAMS. NO
HAZARDOUS MATERIALS USED NOR
ACTIVITIES INVOLVING HAZARDOUS
OR AIR CONTAMINANTS.
WORKING HOURS: 24 hrs.
EMPLOYEES: AVERAGE 6-8, 10 max
VISITORS ALLOWED: SUNDAYS 3-4
PERSON.
BASKETBALL COURT AND POOL:WORKING HOURS 8:00 AM TO 8:00 PM GENERAL PLAN DESIGNATION:LOW DENSITY RESIDENTIAL- WEST OF
FAIR VIEW SPECIFIC AREA
CONSTRUCTION TYPE:TYPE V-Protected Wood Frame
NO. OF STORIES:1 STORY
(E)DWELLING BUILDINGS 1
LOT NUMBER:N/A
(E)TOTAL PARKING SPACES:4
(E)TOTAL ADA PARKING SPACES:0
SEISMIC ZONE NO
FLOOD ZONE NO
2 (N)TOTAL PARKING SPACES:10
(N)TOTAL ADA PARKING SPACES:1
EXISTING
(E) RESIDENCE 5,489 SF
PROPOSED
(E) RESIDENCE 5,489
(N)MAIN HOUSE B.D.2,989.49
(N)GUEST HOUSE B.D.1,691
(N) SPA 326.66
(N) POOL 680
(N)TRASH ENCLOSURE 336
(N)PARKING AND DRIVEWAY 10,417.33
(N)HALF BASKETBALL COURT 1,374.97
TOTAL 23,304.45 SF
LIVABLE AREA 8,590.88 SF
PROJECT DATA
A2.1
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE. 03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE: PROPOSED
SITE PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY: Daniela
Sanabria
SHEET NO:
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
(E)PERVIOUS AREA 48,090 SQFT- 90%
(E)IMPERVIOUS AREA 5,489 SQFT- 10%
(N)IMPERVIOUS AREA 34,158.19 SF-64%
(N)PERVIOUS AREA 19,420.61 SF-36%
AREA:
LOT SIZE/AREA 53,578.80 SF
EXISTING FLOOR AREA 5,489 SF
LAND COVERED BY (E) STRUCTURES COVERAGE:
5,489 / 53,578.8 = 10%
(N)LANDSCAPE COVERAGE:
19,420.61/53,578.80SF=36.25 %
(N)PATHWAYS COVERAGE:
10,853.8 / 53,578.80 SF= 20.25 %
PROPOSED LAND COVERED BY (E) AND (N)
STRUCTURES COVERAGE:
23,304.45/ 53,578.80 SF= 43.50%
FIRE DEPARMENT NOTES:
1.[A] 105.3.3 Occupancy prohibited before approval. The building or structure shall not be occupied prior to the fire code official issuing a permit and conducting associated inspections indicating the applicable provisions of this code have been met. FIRE LIFE SAFETY INSPECTION
REQUIRED FOR FINAL
2.304.1.2 Vegetation. Weeds, grass, vines or other growth that is capable of being ignited and endangering property, shall be cut down and removed by the owner or occupant of the premises. Vegetation clearance requirements in urban-wildland interface areas shall be in accordance with Chapter 49
1.503.2 Fire Department Access and Egress. (Roads) Required access roads from every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feet in width. Such right-of-way shall be unobstructed and maintained only as access to the public street.
2.503.3 Marking. Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING--FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. FIRE LANES
TO BE PAINTED ON ALL CURBS IN DEVELOPMENT
3.903.2 Approved automatic sprinkler systems shall be provided in all new buildings and structures constructed, moved into or relocated within the jurisdiction. 13D SYSTEMS APPROVED FOR ALL NEW BUILDINGS.
4.D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet.
P103.2 Gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road.
Gate entrances shall be at least the width of the traffic. Where a one-way road with a single traffic lane provides access to a gated entrance, a 40-foot turning radius shall be used. Where gates are to be locked, the installation of a key box, lock or Knox key switch is required. 503.2.7.1 Paving. All fire apparatus access roads over eight percent (8%) shall be paved with a minimum of .17 feet of asphaltic concrete on 0.34 feet of aggregate base. All fire apparatus access roads over fifteen percent (15%) where approved shall be paved with perpendicularly grooved concrete.
7.3310 ACCESS FOR FIRE FIGHTING Approved vehicle access for firefighting shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 feet (30 480 mm) of temporary or permanent fire department connections. Vehicle access shall be provided capable of supporting vehicle loading under all weather conditions. Hollister Fire Department requires all weather hard paved roadway. For Construction
8.P105.4 Fire hydrants and valves. A fire hydrant or fire valve is required. The hydrant or fire valve shall be 18 inches above grade, 8 feet from flammable vegetation, no closer than 4 feet nor further than 12 feet from a roadway, and in a location where fire apparatus using it will not block the roadway. The hydrant serving any building shall be not less than 50 feet and by road from the building it is to serve.
GENERAL NOTES: SITE PLAN PROPOSAL TO BE REVIEWED BY PLANNING COMMITTEE, SUBJECTED TO
ZONING CHANGE- SOBER LIVING FACILITY
Vicinity map
no scale
11/29/2023
DECK
(E)
PORCH
(E)
FRONT
PORCH (E)
PORCH
(E)
3 4 5 6 7
2 8
9 10
11 1
(N)N) ENTRANCE G
7'
16 6
'
-
3 1
2 "
15 7
'
-
5 "
200'
28 1
'
-
6 "
BRIGHT FUTURE RECOVERY
PROPOSED SITE PLAN FAIRVIEW ROAD
FIRE PIT AREA
(E)E) T
(N)N) 46'x30' Durap
Half court Basketball
(N)
P
A
T
H
W
A
Y
TBA
C
6' S
E
K
6' S
E
T
B
A
C
K
6'
S
E
T
B
A
C
K
117'-7"
(N)
78 '
23 '
-
3 "
45 '
-
1 1
"
29'-11"8'-11"
' SETBA5'5
23'-7"
EXISTING HOUSE
(N)N) RECREATIO
AREA
FUCHSIA DRIVE
MA
R
I
G
O
L
D
S
T
R
E
E
T
81'-4"
wall
23'-8"
5+77.00 ER
TC 433.05
5'
5,489 sq ft
6'
8'
(N)N) TRASH ENCLOS
336 sq ft
FRONT WALL
4'
6'
4'
25' SETBACK
AA-3
AA-3
AA-3
AA-3
AA-3
AA-3
AAAA-3-3
1,691
GUEST
HOUSE1,691
326
(N)N)
326.66 sq
Proposed Fire Lane
to be approved by
Fire Department
Low-Density
residential
Low-Density
residential
A-A
A8
(E)
BEDROOM 2
(2 beds)
(E)E) RECEPT
(E)E) KITC
(E)E)
(E)E)
(E(E) BATHRO
(E)BEDROOM 3
(2 beds)
(E)(E) BEDROO
(3 beds)
(E)
BEDROOM 4
(2 beds)
(N)N) STOR
/MECH.
(N)N)
(N)N)
(N)N)
CITY SIDEWALK
CITY SIDEWALK
(N)N) PATH
Sound Wall and perimeter
fence approved by the City
per the attached approved
Rough Grading Plan “Section
I-I”. BD permit: #2I-I-I”.
Sound Wall and perimeter
fence approved by the City
per the approved Rough
Grading Plan “Section I-I”.
BD permit: #20223905.
"Sound Walls For Fairview
Road, ...(1560 Linear Feet)"
Low-Density
residential
Low-Density
residential
KB Homes-
Sanitary sewer
CO stub-
Connection
(N)N) PATH
19 '
-
8 1 2"
17 '
-
7 "
8'-1"
(E)E) T
(E)E) T
(E)E) T
(E)E) T
(E)E) T
(N)N) ROUNDAB
(E(E) GARAGE/ STORA
(E(E) lLIVI
ROOM
(E)E) LA
DRY
(14 beds Total)
AA-3
AA-3
AA-3
AA-4
1 A8
AA-3
25 '
15' SETBACK
FAIRVIEW ROAD
Scale 1/4"=1'-0"
FRONT
A3.1
RIGTH
A3.1
LEFT
A3.1
FRONT
A3.2
REAR
A3.2
RIGTH
A3.2
LEFT
A3.2
Proposed Fire Lane
to be approved by
Fire Department
(N(N)OFFI
BUILDING
2,980.49 sqft
25'
1 A8
SIGNAGE
10 '
24 '
-
1 0
"
7'-4"24'
26 '
-
8 "
9'
5'
11 '
19'5'-3"
13 '
-
3 "
9'
9'
9'
9'
4'-6"
19'
9'9'9'9'9'11'-61
2"
19 '
4'-6"
24 '
R36'
5'-51
2" 10'-8
1 2"
33'-5"
4'-11
2"
4'-11"
6'
-
4 "
1'-01
2"
5'
59 '
-
9 "
54'-3"
24'-4"
26'-1"
2 0
'
1 6
'
POOL
AREA
680 sq ft
20 '
11'-101
2"
2'-7"
34'10'-4"5'-8"9'-01
2"
8'
-
6 "
6'
15 '
-
2 1 2"
19 '
-
4 1 2"
15 '
-
2 "
23 '
-
6 "
4'
8'
-
3 "
8'
-
1 1
"
2 0
'
1 6
'
4'-6"
4'-6"5'-2"
R7'-1
0 "
R
2 8
'
R
8 '
R
2 8
'
R6'
R
5 '
-
6 "
R28'
4'
4'-11
2"
4'
4'4'
4'
40'-5"
55 '
-
9 1 2"
4'
43 '
-
3 1 2"
38'-91
2"
(8 beds Total)
(N)N) BEDR
(2 beds)
(N)N) BEDR
(2 beds)
(N)N) BEDR
(2 beds)
(N)N) BEDR
(2 beds)
PERMEABLE
ASPHALT
CONCRETE
SITE PLAN FINISHES
AA-3
AA-3
AA-3 PAVER
*SEE FINISHES LIST ON PAGE A9
AA-3 GRASS
BERMUDA
AA-4
3 4" WHITE
GRAVEL
PROJECT
20'NORTH0 5'10'
SHEET NO:
A2.2
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
PROPOSED SITE PLAN AND ADJACENT
PROPERTIES
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
FIRE DEPARMENT NOTES:
1.[A] 105.3.3 Occupancy prohibited before approval. The building or structure shall not be occupied prior to the fire code official issuing a permit and conducting associated inspections indicating the applicable provisions of this code have been met. FIRE LIFE SAFETY INSPECTION
REQUIRED FOR FINAL
2.304.1.2 Vegetation. Weeds, grass, vines or other growth that is capable of being ignited and endangering property, shall be cut down and removed by the owner or occupant of the premises. Vegetation clearance requirements in urban-wildland interface areas shall be in accordance with Chapter 49
1.503.2 Fire Department Access and Egress. (Roads) Required access roads from every building to a public street shall be all-weather hard-surfaced (suitable for use by fire apparatus) right-of-way not less than 20 feet in width. Such right-of-way shall be unobstructed and maintained only as access to the public street.
2.503.3 Marking. Where required by the fire code official, approved signs or other approved notices or markings that include the words NO PARKING--FIRE LANE shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction thereof. The means by which fire lanes are designated shall be maintained in a clean and legible condition at all times and be replaced or repaired when necessary to provide adequate visibility. FIRE LANES
TO BE PAINTED ON ALL CURBS IN DEVELOPMENT
3.903.2 Approved automatic sprinkler systems shall be provided in all new buildings and structures constructed, moved into or relocated within the jurisdiction. 13D SYSTEMS APPROVED FOR ALL NEW BUILDINGS.
4.D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet.
5.P103.2 Gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road.
Gate entrances shall be at least the width of the traffic. Where a one-way road with a single traffic lane provides access to a gated entrance, a 40-foot turning radius shall be used. Where gates are to be locked, the installation of a key box, lock or Knox key switch is required.
6.503.2.7.1 Paving. All fire apparatus access roads over eight percent (8%) shall be paved with a minimum of .17 feet of asphaltic concrete on 0.34 feet of aggregate base. All fire apparatus access roads over fifteen percent (15%) where approved shall be paved with perpendicularly grooved concrete.
7.3310 ACCESS FOR FIRE FIGHTING Approved vehicle access for firefighting shall be provided to all construction or demolition sites. Vehicle access shall be provided to within 100 feet (30 480 mm) of temporary or permanent fire department connections. Vehicle access shall be provided capable of supporting vehicle loading under all weather conditions. Hollister Fire Department requires all weather hard paved roadway. For Construction
8.P105.4 Fire hydrants and valves. A fire hydrant or fire valve is required. The hydrant or fire valve shall be 18 inches above grade, 8 feet from flammable vegetation, no closer than 4 feet nor further than 12 feet from a roadway, and in a location where fire apparatus using it will not block the roadway. The hydrant serving any building shall be not less than 50 feet and by road from the building it is to serve.
GENERAL NOTES: SITE PLAN PROPOSAL TO BE REVIEWED BY PLANNING COMMITTEE, SUBJECTED TO
ZONING CHANGE- SOBER LIVING FACILITY
Vicinity map
no scale
11/29/2023
A-38
3 4 5 6 7
2 8
9 10
11 1
BRIGHT FUTURE RECOVERY
SITE PLAN AND ADJACENT PROPERTIES
Low-Densityresidential
Scale 1/32"=1'-0"
Low-Densityresidential
(Future Dwelling
Residential)
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
Low-Densityresidential
(Future Dwelling
Residential)
55 54
53 232221 63 28
25 24
Low-Densityresidential
(Future Dwelling
Residential)
Low-Densityresidential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
27 Low-Density
residential
(Future Dwelling
Residential)
Low-Density
residential
(Future Dwelling
Residential)
(N) ENTRANCE GATE
FAIRVIEW ROAD
(N)ADMIN
BUILDING
FIRE PIT AREA
(E) Tree
(N) 46'x30' Duraplay
Half court Basketball
POOL
AREA
6' S
E
K
(N)
P
A
T
H
W
A
Y
TBA
C
6' SE
T
B
A
C
K
6'
S
E
T
B
A
C
K
(N)GUEST
HOUSE
5' SETBACK
EXISTING HOUSE
(N) RECREATIONAL
AREA
FUCHSIA DRIVE
MA
R
I
G
O
L
D
S
T
R
E
E
T
wall
2,980.49 sqft
5,489 sq ft
680 sq ft
(N) TRASH ENCLOSURE
336 sq ft
FRONT WALL
25' SETBACK
A-37
A-38
A-36
A-37
A-37
A-37
A-37
A-39
A-38
1,691 sq ft
326.66 sq ft
A-A
A8
(E)
BEDROOM 1
(E) RECEPTION
(E) KITCHEN
(E) BTH
(E) BTH
(E) BATHROOM
(E)
BEDROOM 1
(E) BEDROOM 1
(E)
BEDROOM 1
(N) STORAGE
/MECH.
(N) LOBBY
(N) OFFICE 1
(N)
STOR.(N) OFFICE 2
(N)
ELEC.
MECH
(N) BTH
(N) DIRECTOR'S
OFFICE
(N) BTH (N) BTH
(N) BREAK
ROOM
(N) THERAPY
ROOM
(N) CONFERENCE
ROOM
(N)
CNSLR'S
OFFICE
1 (N)
CNSLR'S
OFFICE
2 (N) DOUBLE
BEDROOM
(N) BTH
(N) BTH
(N) BEDROOM
SUITE
(N) BTH
(N) BEDROOM
SUITE
1 A8
(N) PATHWAY
DECK
(E)
PORCH
(E)
FRONT
PORCH (E)
PORCH
(E)
(N) SPA
(N
)
C
O
V
E
R
E
D
P
O
R
C
H
(N) PATHWAY
(N) PATHWAY
(N) PATHWAY
(N
)
P
A
T
H
W
A
Y
SIGNAGE
(N) PED.
ENTRY
(E) Tree
(E) Tree
(E) Tree
(E) Tree
(E) Tree
(N) ROUNDABOUT
(N) DRIVEWAY
(E) GARAGE/ STORAGE
(E) lLIVING
ROOM
(E) LAUN-
DRY
(E) BEDROOM
A-39
A-39
A-39
A-40
1 A8
A-37
15' SETBACK
FAIRVIEW ROAD
FRONT
A3.1
RIGTH
A3.1
REAR
A3.1
LEFT
A3.1
FRONT
A3.2
REAR
A3.2
RIGTH
A3.2
LEFT
A3.2
7'
-
8 "
(N) CLOSET
STANDPIPE
SYSTEM
56 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
PROJECT
0 5'10'20'NORTH
ADMIN-BUILDING MAIN HOUSE - FRONT ELEVATION
SCALE: 14= 1'= 0
ROOF
12'-1"
PERGOLA
8'-8"
HIGHEST POINT
18'-8 12"
16'
TOTEM & ROOF
HIGHEST POINT
18'-8 12"
ROOF
16'
13'-4"
TPO ROOF
10'-10"
TPO ROOF
10'-3"
3'-8"
7'-10"
2'-5"
A-15A-18
A-19
A-18
A-19
A-16
A-16
A-24
A-16
A-24
A-25
A-25 A-10A-14
A-25
A-13
A-22
A-27A-16A-27A-16
A-15
A-34
A-26
A-16 A-32A-32 A-32
Bright Future R E C O V E R Y
ADMIN. BUILDING MAIN HOUSE - LEFT ELEVATION (ENTRANCE)
SCALE: 14= 1'= 0
9'-2"
7'-4"
HIGHEST POINT
18'-8 12"
ROOF
16'
FLOOR
0'-0"
13'-4"
ENTRANCE PERGOLA
10'-6"
TPO ROOF
10'-10"
TPO ROOF
7'-10"
9'-2"
8"
1'
2'-6"
1'-4"
13'-11"
10"
1'
1'-2"
A-24
A-13 A-18
A-19 A-22
A-23 A-15
A-15
A-24A-25A-16
A-16
A-16
A-15A-24 A-16
A-16
A-18
A-19
A-25
A-13
A-15A-18 A-19
A-26
A-27
A-27 A-33
A-16 A-32
A-32
A-32
A-16
A-32
HIGHEST POINT
6'-10"
6"
6"
5'-6"
1'-10"
18'-8 12"
ADMIN. BUILDING MAIN HOUSE - RIGHT ELEVATION
SCALE: 14= 1'= 0
16'
1'
2'-11
2"
5'-6"
1'-10"
7'-4"
ROOF
14'-4"
12'-1"
ROOF
ROOF
16'
1'-2"
PERGOLA
8'-8"
A-24
A-16
A-26
A-26
A-26
A-25
A-32
A-25A-25 A-32 A-26
A-26
A-11
A-33 A-32A-34 A-10
A-32
3'
4'-4"
6"
9'-2"
8"
1'
9'-10"
7'-10"
ADMIN. BUILDING MAIN HOUSE - REAR ELEVATION
SCALE: 14= 1'= 0
ROOF
14'-4"
12'-1"
ROOF
PERGOLA
8'-8"
7'-10"
1'-9"
HIGHEST POINT
18'-8 12"
ROOF
16'
13'-4"
TPO ROOF
10'-10"
TPO ROOF
7'-4"7'-4"
A-24
A-26
A-26
A-26
A-18 A-19
A-19
A-22
A-16
A-16A-25A-16A-11A-11A-11A-16A-16
A-22 A-25
A-16
A-25
A-33 A-33 A-33A-32 A-32A-32
A-32 A-32
Red wood siding for entrance gates
Split face concrete block - AB Stone
tan 8x18in calstone
A-1
A-2
Perimeter wall to be constructed by
A-3
A-4
Outdoor Intercom with video/audio set.
T.B.D.
A-5
A-6 Recessed wall - concrete texture
A-7 Concrete masonry unit
ELEVATION AND FLOOR PLAN NOTES
Wood and metal doble entry gate
adjacent developer
A-8 Natural stone-Champlain South bay
Quartzite Legstone
A-9 Brick Masonry
A-10 Paint-Benjamin moore,Willow cc-542
A-11 Paint-Benjamin moore,Duffering terrace
cc-456
A-12 Paint-Benjamin moore,Dune White cc-70
A-13 Paint-Benjamin moore, Luminous days
300
300
A-14 Paint-Benjamin moore,Stardust 2108-40
A-15 Siding-Colorstrand-Yellowstone
A-16 ACM-Reynobond 4mm FR- colorweld
500-Charcoal
A-17 ACM-Reynobond 4mm Fr- Duragloss
3000- Portabella
A-18 ACM-Reynobond 4mm Fr- Colorweld
500- Sunshine Grey
A-19
Siding - KWP yellowstone rustic
A-21 Wrought Iron fence and gate
A-22 Solid wood 8x8in [rafter]
A-23 Solid wood 8x8 in [beam]
ACM-Reynobond 4mm Fr- Colorweld
500- Castle Gray
A-20
A-24 Natural stone veneer champlain-south
bay quartzite square and rectangle
A-25 Paint - Revere pewter HC172
Standing seam roof class'A'A-26
Standing seam roof class'A'
A-33
Stucco-Benjamin moore, black panther
2125-10
A-27
Stucco-Benjamin moore, Storm AF700A-28
Paint-Benjamin moore, Storm AF700A-29
Paint-Benjamin moore, WHITEA-30
Door- Solid core woodA-31
Window-Bronze aluminum, clear glassA-32
Metal Pergola, Carbon color paintA-34
Door-Bronze aluminum, clear glass
Porcelain tile- Outdoors Ans - Cabane
fog,8x48 in
A-35
Paver - Calstone narrow joint permeable
paver - Color gray charcoal
A-36
ConcreteA-37
AsphaltA-38
GENERAL NOTES:
All images, textures, and colors present in
the drawings are representations of actual
material and are subject to vary on site.
SHEET NO:
A3.1
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/MAIN HOUSE -
ELEVATIONS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
ROOM
00 ROOM
00 ROOM
00 ROOM
00 13'
1'-8"
6'-8"
2'-2"
1'-111
2"
GUEST HOUSE - FRONT ELEVATION
SCALE: 14= 1'-0"
1'
1'-8"
3'-10"
ROOF
12'-6"
3'-6"
6'-8"
OPENING
9'-6"
FLOOR
8'-10"
1'-111
2"
8"
10'
ROOF
12'
8'FLOOR
0'
7'-4"7'-4"
5'-6"
1'-10"
A-20 A-12A-28 A-26 A-20 A-28 A-26 A-12 A-16
A-28
A-28A-12 A-24A-26A-29 A-30A-30 A-30
A-31 A-31 A-32 A-28A-31 A-31 A-31
A-32A-27
A-27 A-32A-32
GARDEN BED
4'-11"
2'-5"
5'-6"
1'-10"
GUEST HOUSE - REAR ELEVATION
SCALE: 14= 1'-0"
TOTEM
3'-2"
2'-4"
ROOF
12'-6"
13'
FLOOR
8"
9'-6"
1'
1'-111
2"
FLOOR
0"
5'-6"
1'-10"
2'-5"
7'-4"
3'-2"
2'-4"
A-12 A-26 A-32 A-32 A-32 A-32 A-32
10'-61
2"9'-101
2"
GUEST HOUSE - RIGHT ELEVATION
SCALE: 14= 1'-0"
1'-8"
9'-6"
1'-11"
ROOF
12'-6"
OPENING
9'-6"
FLOOR
TOTEM
13'A-12 A-26 A-24 A-12A-16 A-15 A-28
SCALE: 4= 1'-0"
GUEST HOUSE - LEFT ELEVATION
SCALE: 14= 1'-0"
ROOF
12'-6"
OPENING
9'-6"
FLOOR
TOTEM
13'
8"
1'-8"
9'-10"
1'
9'-8"
A-29 A-24 A-29 A-15
Red wood siding for entrance gates
Split face concrete block - AB Stone
tan 8x18in calstone
A-1
A-2
Perimeter wall to be constructed by
A-3
A-4
Outdoor Intercom with video/audio set.
T.B.D.
A-5
A-6 Recessed wall - concrete texture
A-7 Concrete masonry unit
ELEVATION AND FLOOR PLAN NOTES
Wood and metal doble entry gate
adjacent developer
A-8 Natural stone-Champlain South bay
Quartzite Legstone
A-9 Brick Masonry
A-10 Paint-Benjamin moore,Willow cc-542
A-11 Paint-Benjamin moore,Duffering terrace
cc-456
A-12 Paint-Benjamin moore,Dune White cc-70
A-13 Paint-Benjamin moore, Luminous days
300
A-14 Paint-Benjamin moore,Stardust 2108-40
A-15 Siding-Colorstrand-Yellowstone
A-16 ACM-Reynobond 4mm FR- colorweld
500-Charcoal
A-17 ACM-Reynobond 4mm Fr- Duragloss
3000- Portabella
A-18 ACM-Reynobond 4mm Fr- Colorweld
500- Sunshine Grey
A-19
Siding - KWP yellowstone rustic
A-21 Wrought Iron fence and gate
A-22 Solid wood 8x8in [rafter]
ACM-Reynobond 4mm Fr- Colorweld
500- Castle Gray
A-20
A-22 Solid wood 8x8in [rafter]
A-23 Solid wood 8x8 in [beam]
A-24 Natural stone veneer champlain-south
bay quartzite square and rectangle
A-25 Paint - Revere pewter HC172
Standing seam roof class'A'A-26
A-33
Stucco-Benjamin moore, black panther
2125-10
A-27
Stucco-Benjamin moore, Storm AF700A-28
Paint-Benjamin moore, Storm AF700A-29
Paint-Benjamin moore, WHITEA-30
Door- Solid core woodA-31
Window-Bronze aluminum, clear glassA-32
Metal Pergola, Carbon color paintA-34
Door-Bronze aluminum, clear glass
Porcelain tile- Outdoors Ans - Cabane
fog,8x48 in
A-35
Paver - Calstone narrow joint permeable
paver - Color gray charcoal
A-36
ConcreteA-37
AsphaltA-38
GENERAL NOTES:
All images, textures, and colors present in
the drawings are representations of actual
material and are subject to vary on site.
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
SHEET NO:
A3.2
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE ELEVATIONS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
RESTROOM
1 BREAK ROOM
ELEC/MECH
BATHROOM
INTAKE
CONFERENCE
ROOM
THERAPY ROOM
RECEPTION
LOBBY
STORAGE
OFFICE 1
OFFICE 2
MAIN ENTRANCE
GARDEN'S
ENTRANCECOUNSELOR'S
OFFICE
1 COUNSELOR'S
OFFICE
2 JANITOR
SECTION A
SECTION B
SECTION 1 SECTION 2
DIRECTOR'S OFFICE
RESTROOM
2 14'-3"8'-1"7'-1"8'-1"
17'-9"
11'-10"
17'-4"
5'-1"
4'-8"
5'-7"9'-5"4'-10"
PROPOSED ARCHITECTURE LAYOUT
ADMIN. BUILDING- MAIN HOUSE SCALE: 14= 1'= 0
14'-3"13'-1"5'
58'-9"
58'-3"
14'-8"
DOUBLE HEIGHT
CEILING
DOUBLE HEIGHT
CEILING
PROPOSED LAYOUT ATTIC
ADMIN. BUILDING-MAIN HOUSE SCALE: 14= 1'= 0
25'
11'-11"
5'-5"
7'-2"5'
11'-1"
6'-3"
11'-1"
6'-3"
SHEET NO:
A4.1
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN
HOUSE ARCHITECTURE PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
SECTION A
SECTION B
RESTROOM
1 ELEC/MECH
BATHROOM
INTAKE
CONFERENCE
ROOM
THERAPY ROOM
RECEPTION
LOBBY
STORAGE
OFFICE 1
OFFICE 2
MAIN ENTRANCE
GARDEN'S
ENTRANCECOUNSELOR'S
OFFICE
1 COUNSELOR'S
OFFICE
2 JANITOR
SECTION A
SECTION B
SECTION 1 SECTION 2
DIRECTOR'S OFFICE
RESTROOM
2 11"8'-1"7'-1"8'-1"
17'-9"
7'-8"
17'-4"
5'-1"
4'-8"
5'-2"9'-5"4'-10"
PROPOSED CONSTRUCTION LAYOUT
ADMIN. BUILDING-MAIN HOUSE SCALE: 14= 1'= 0
13'-1"5'
58'-9"
58'-3"
14'-3"
8'-6"
1'-10"
2'-10"1'-7"2'-10"
2'-6"
5'
5'-9"
2'
5'-4"
10'
3'-9"
11'-61
2"
10'-10"
4'-7"10'-10"2'-7"
2'-8"5'-9"2'-8"
5'-5"
4'-7"
10'-11"
5'-3"
3'-10"
6'
3'-10"
5'-3"
9'-8"
4'
17'-9"
2'-6"
2'-6"
3'-4"3'-4"
4'
3'-4"3'-4"
9'-11"
3'-4"3'-4"
3'-4"
3'-4"
2'-6"
2'-6"
8'-6"1'-4"1'-4"3'-21
2"3'-61
2"5'-2"5'-7"
1'
14'-8"
7'-7"
3'
8'-2"
3'-9"
5'-8"
9'-8"
3'
BREAK ROOM
8'-51
2"
8"x8"
Wooden
column
8"x8"
Wooden
column
8"x8"
Wooden
column
D-01
W-03
W-05
W-01
W-05
W-03
W-06 W-06
W-01
W-06
W-01
W-06
D-03
D-05D-05
D-10
D-04 D-04
D-02
D-02
D-03
D-02 D-02
D-03
W-04W-04
W-08
W-07
W-06
W-06
3'1'3'
2'-8"
2'-10"
2'-6"
2'-6"
W-10
W-09
D-03 D-03
D-06
D-06D-06
D-07
D-08
W-02
D-09
8"
D-11
2'-2"
7'-7"
5'-4"
3'-9"
14'-4"
8'-11"
17'-4"
10'-10"
11'-11"
9'-9"9'-9"
10'-6"
14'-3"
3'-1"2'-8"
9'-9"
3'
8"
3'-2"8'-4"
2'-5"
1'-5"5'-1"
1'-1"
3'
11'-3"
5'-9"11"
10'-3"
3'-2"
3'
17'-9"
14'-3"
8'-1"
9'-6"9'-6"
8'-1"
12'-2"
24'-2"
13'-1"
5'-2"
5'-1"
9'-5"
5'
2'9'-1"
6'-51
2"
3'-41
2"DOUBLE HEIGHT
CEILING
DOUBLE HEIGHT
CEILING
W-11 W-11
14'-51
2"
11'-1"
6'-3"
14'-51
2"
11'-1"
6'-3"
24'-1"
11'-1"
24'-2"24'-2"
PROPOSED CONSTRUCTION LAYOUT ATTIC
ADMIN. BUILDING-MAIN HOUSE SCALE: 14= 1'= 0
HVAC
UNIT
AREA
SHEET NO:
A4.2
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN HOUSE
CONSTRUCTION PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
5" SLOPE FACED GUTTER
CORROSION RESISTANT METAL
GUTTER
3"X 4" RECTANGULAR CORROSION
RESISTANT METAL GUTTER W/A GUTTER
COVER THAT PREVENTS THE
ACCUMULATION OF LEAVES & DEBRIS
STANDING SEAM METAL ROOF
LOW SLOPE ON ROOF
LOW SLOPE ON ROOF
2'x3.28"
SKYLIGHT
FIXED CURB
MOUNTED
3"X 4" RECTANGULAR CORROSION
RESISTANT METAL GUTTER W/A GUTTER
COVER THAT PREVENTS THE
ACCUMULATION OF LEAVES & DEBRIS
STANDING SEAM METAL ROOF
VERY LOW SLOPE ROOF
PERGOLA 8X8IN
TOTEM WITH LOGO
1'-6"
10% SLOPE/ 1 3
16 PER FT
SUGGESTED DOWNSPOUT
LOCATION
D.S.
D.S.
Downspout
on low slope
roof
D.S.
D.S.
D.S.
HIDDEN DOWNSPOUT
LOCATION
LOW SLOPE
ON ROOF
5"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"1'-6"
1'-6"
SECTION 1 SECTION 2
SECTION A
SECTION B
1 4 PER FT
14 PER FT
1 4 PER FT
1 4 PER FT
10% SLOPE/ 1 3
16 PER FT
10% SLOPE/ 1 3
16 PER FT
10% SLOPE/ 1 3
16 PER FT
1 4 PER FT
HIDDEN GUTTER
TPO ROOFING
TPO ROOFING
12'-1"
10'-11"
STANDING SEAM
METAL ROOF
5" SLOPE FACED GUTTER
CORROSION RESISTANT METAL
GUTTER
METAL ROOF RIDGE CAP
PROPOSED ROOF PLAN ADMIN. BUILDING-MAIN HOUSE
SCALE: 14= 1'= 0
5" SLOPE FACED GUTTER
CORROSION RESISTANT METAL
GUTTER
2'x3.28" SKYLIGHT
FIXED CURB
MOUNTED
2'x2" SKYLIGHT
FIXED CURB
MOUNTED
10'-81
2"
2'
3'-11"
2'
2'11'-101
2"
2'
3'-11"
SK-01
SK-02
SK-01
8'-4"
18'-8"
SOLAR PANELS
DESIGNATED AREA
A-34
A-16
A-15
A-26
A-26
A-26
A-16
IMAGE No.NOMINAL W X D SIZE OPERATION
4'-5"
2'-6"
2'-6"
2'-6"
SK-01
SK-02
53" X 30"
30" X 30"
FIXED GLASS
FIXED GLASS
FRAME COLOR
BRONZE
BRONZE
SKYLIGHT SCHEDULE
QTY
02 01
WALL
ANCHORS TBD
WOOD BEAM 8"X8"
3'- 01
2"3'- 01
2"3'- 01
2"
TOTEM
7'-10"
5'-4"
PERGOLA WALL ANCHORS DETAIL
NO SCALE
A-16
SHEET NO:
A4.3
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
AADMIN. BUILDING/ MAIN
HOUSE -ROOF PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
CORRIDOR CORRIDOR
COUNSELOR 1
LOBBY
STORAGE
SECTION 1
SCALE: 14= 1'= 0
9'
TOTEM
13'-11"
HIGHEST POINT
18'-8 15"
CEILING
9'
FLOOR
0'-0"
9'
7'-4"
2'-6"
1'-2"
2'-11
2"
7'-4"
RECEPTION
ROOF
16"
ROOF
14'-4"
10'-10"
TPO ROOF
9'-10"
1'-10"
SECTION 2
SCALE: 14= 1'= 0
BREAK ROOM INTAKE
CORRIDORCORRIDOR
GARDEN'S
ENTRANCE
OFFICE 29'
PROPOSED ATTIC AREA
CEILING
HIGHEST POINT
18'-8 12"
16'
9"
FLOOR
0'-0"
7'-4"7'-4"
7'-4"
9'
1'-2"
13'-11"
9'-2"
8"
TOTEM & ROOF
ATTIC
9"
7'-10"
ROOF
14'-4"
ROOF
12'-1"
6'-2"
9'
7'-4"
HVAC
UNIT
AREA
3'-8"
RESTROOMRESTROOM
BREAK ROOMRECEPTION JANITORCORRIDORENTRANCE
8"
SECTION A
SCALE: 14= 1'= 0
PROPOSED ATTIC
AREA
CEILING
8'-10"
FLOOR
0'-0"
9'-10"
ROOF
12'-1"
9'-9"8'-10"
5'-4"
1'-111
2"
1'-11
2"
12'-4"
13'-4"
ENTRANCE PERGOLA
10'-6"
TPO ROOF
9'
7'-4"
9'-111
2"
7'-10"OFFICE 1
CORRIDORCORRIDOR
DIRECTOR'S OFFICE
SECTION B
SCALE: 14= 1'= 0
TOTEM &
13'-4"
HIGHEST POINT
18'-8 15"
CEILING
8'-4"
FLOOR
0'-0"
TPO ROOF
10'-10"
9'
7'-4"
TPO ROOF
Glass Partition
1'
1'-31
2"
6'-10"
6"
9'
4'-6"
Skylight
ROOF
12'-1"
PERGOLA
8'-8"
3'-11"
7'-4"7'-4"
SHEET NO:
A4.4
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN
HOUSE-SECTION VIEWS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
IMAGE No.NOMINAL W X H SIZE CORE MANUFACTURER
DOOR SCHEDULE
OPERATION
D-01 164" x 118"
DOUBLE DOOR SIZE
72" x 88"
SWING CUSTOM
MADE
D-02 69" x 88"SWING GLASS
GLASSD-03
D-04
D-05
D-06
36" x 88"
32" x 88"
36" x 88"
SWING
SWING
SWING
SWING
GLASS
WOOD SOLID
DOOR
D-07 32" x 88"SWING WOOD SOLID
DOOR
D-08 157" x 108"
DOOR SIZE
38" x 88
SWING CUSTOM
MADE
34"x 88"WOOD SOLID
DOOR
7'-4"
7'-4"
FRAME COLOR
BRONZE
BRONZE
BRONZE
BRONZE
BRONZE
BRONZE
BRONZE
BRONZE
QTY
01 04
05 02
02 03
01 01
7'-4"
7'-4"
7'-4"
7'-4"
7'-4"
GLASS
STOREFRONT
SYSTEM
GLASS
STOREFRONT
SYSTEM D-09 130" x 108"
DOOR SIZE
36" X 88"
SWING CUSTOM
MADE
D-10 137.5" x 108"
DOOR SIZE
36" X 88"
SWING CUSTOM
MADE
D-11 208" x 108"
DOUBLE DOOR SIZE
64"X 88 "
SWING CUSTOM
MADE
7'-4"
7'-4"
7'-4"
BRONZE
BRONZE
BRONZE
01 01
01 GLASS
STOREFRONT
SYSTEM
GLASS
STOREFRONT
SYSTEM
GLASS
STOREFRONT
SYSTEM
SHEET NO:
A4.5
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN HOUSE
DOOR SCHEDULE
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
IMAGE No.NOMINAL W X H SIZE FRAME MATERIAL
WINDOW SCHEDULE
WINDOW SILL H
W-01
W-02
W-03
30"x 82"6"ALUMINUM BRONZE
W-04
MANUFACTURER
CUSTOM
MADE
FRAME COLOR
ALUMINUM BRONZE
ALUMINUM BRONZE
ALUMINUM BRONZE
ALUMINUM BRONZE
ALUMINUM BRONZE
ALUMINUM BRONZE
60" x 82"6"
102" x 82"6"
40" x 52"36"
SASH OPERATION
FIXED GLASS
FIXED GLASS
FIXED GLASS
AWNING
W-05 30" x 34"66"AWNING
W-06 40" x 82"6"FIXED GLASS
W-07 60" x 82"
CUSTOM
MADE
ALUMINUM BRONZEW-11 132.5" x 108"FIXED GLASS
6"FIXED GLASS
ALUMINUM BRONZEW-08 30" x 82"6"FIXED GLASS
CUSTOM
MADE
ALUMINUM BRONZEW-09 130" x 108"
CUSTOM
MADE
ALUMINUM BRONZEW-10 138.5" x 108"GLASS
STOREFRONT
SYSTEM
N/A
N/A
N/A
6"
6'-10"
6"
6"
6'-10"
6"
7'-4"
6"
7'-4"
6"
QTY
04 01
02 02
02 06
01 01
01 01
02 COMMENTS
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
N/A
N/A
N/A
N/A
N/A
N/A
N/A
6'-10"
2'-6"
6'-10"
6"
6'-10"
6"
1'-10"
2'-6"
4'-4"
2'-10"
9'
9'
GLASS
STOREFRONT
SYSTEM
GLASS
ALUMINUM
FRAME
EXTERIOR
FINISH
STRUCTURAL
COLUMN
ISOLATION
W-01 & W-02 WALL UNION DETAIL
NO SCALE
W-01 & W-02 WALL UNION
ISOMETRIC VIEW
ISOLATION
STRUCTURAL
COLUMN
EXTERIOR
FINISH
WINDOW
6"
6"
ACM-REYNOBOND
4mm FR-
COLORWELD
500-CHARCOAL
ALUMINUM
COVER
SHEET NO:
A4.6
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN HOUSE
WINDOW SCHEDULE
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
AFCI
AF
C
I
AFCI
AFCI
AF
C
I
AFCI
AF
C
I
AF
C
I
AFCI AFCIAFCIAFCI
AF
C
I
AF
C
I
AF
C
I
AF
C
I
AF
C
I
AF
C
I
AFCI AFCI
AF
C
I
AF
C
I
AFCI
AF
C
I
AFCI
AFCI
AF
C
I
AFCI
AF
C
I
AF
C
I
AF
C
I
AFCI
AF
C
I
AFCI
AF
C
I
GF
I
GF
I
GFI
GF
I
GF
I
GFI
S
S
S
S
SS
S S
S
GF
I
S
SSS
S
S
S
S S3
AFCI
8"8"
S SDSD
SSSMSM
SD
AFCI
S
SD SD
SM
S
S
M
S
S
M M
SECTION A
SECTION B
SECTION 1 SECTION 2
AFCI
GFI
GFIGFI
AF
C
I
AF
C
I
AF
C
I
AFCIAFCI
AF
C
I
AFCI AFCI
GFI
AFCIAFCI
AF
C
I
AF
C
I
WL WL
WL WL
WL WL
WL WL
S
C.
A
.
R
.
CLG. 9'
CLG. 8'4"
CLG. 9'
CLG. 9'
CLG. 9'
CLG. 9'
CLG. 8'-4"
CLG. ON SLOPE
1' BELOW ROOF STR.
SUGGESTED
M
M
MS
M M
M
M M
M
M
M
CLG. 8'-4"
CM
S/
CM
S/
CM
S/
CM
S/
CM
S/
CM
S/
CM
S/
CM
S/
CM
S/CM
S/
CM
S/
CM
S/
CM
S/
RESTROOM
1 BREAK ROOM
ELEC/MECH
BATH.
INTAKE
CONFERENCE
ROOM
THERAPY ROOM
RECEPTION
LOBBY
STORAGE
OFFICE 1
OFFICE 2
GARDEN'S
ENTRANCE
COUNSELOR'S
OFFICE
1 COUNSELOR'S
OFFICE
2 JANITOR
DIRECTOR'S OFFICE
RESTROOM
2 SM
AFCI
ACCESS ATTIC
S
MAIN FLOOR ELECTRICAL/MECH
SCALE: 14= 1'= 0
S
WL
SM
S
CLG. 7'-8"
CLG. 7'-8"
S
AFCI
3 3
3 3
3 3 3
S
ATTIC ELEC/MECH
SCALE: 14= 1'= 0
DOUBLE HEIGHT
CEILING
DOUBLE HEIGHT
CEILING
HVAC
UNIT
AREA
GF
I
AF
C
I
S
S WP
SM
SD
T/H
M
WL
C.A.R.
CM
S/
4' LED Light Fixture
2'x2' LED lamp
2' LED Light Fixture SHEET NO:
A4.7
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING/ MAIN HOUSE -
ELECTRICAL/MECH PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
SHEET NO:
A4.8
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
ADMIN. BUILDING MAIN HOUSE -
3D VIEWS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BRIGHT FUTURE RECOVERY
ADMIN. BUILDING-MAIN HOUSE 3D VIEWS
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
PROPOSED ARCHITECTURAL LAYOUT
GUEST HOUSE SCALE: 14= 1'-0"
1" PER FT
SLOPE
TOTEM
SECTION A
PROPOSED ROOF PLAN
GUEST HOUSE SCALE: 14= 1'-0"
SECTION 1 SECTION 3
SECTION 1 SECTION 3
SECTION A
5" SLOPE FACED GUTTER
CORROSION RESISTANT
METAL GUTTER
METAL ROOF RIDGE CAP
STANDING SEAM
METAL ROOF
D.S.D.S.
SECTION 2
SECTION 2
18'-3"
6'
104'-3"
1'-6"
1'-6"
104'-3"
24'-3"
1'-6"
D.S.
SOLAR PANELS
DESIGNATED AREA
A-26
SHEET NO:
A4.9
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE FLOOR PLAN AND
ROOF PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
PROJECT
NORTH
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
STORAGE/
ELECTRICAL ROOM
BATHROOM
DOUBLE BEDROOM
BATHROOM BATHROOM
BATHROOM
DOUBLE BEDROOM
CL
O
S
E
T
CL
O
S
E
T
CL
O
S
E
T
CL
O
S
E
T
OUTDOOR CORRIDOR
PL
A
N
T
E
R
PLANTERPLANTER
101'-3"
15'-3"SECTION A
SECTION 1 SECTION 3
SECTION 1
SECTION A
SECTION 2
9'-8"
5'-4"
14'-5"
7'-6"
15'-3"
8'-4"
12'-01
2"7'-31
2"15'-8"11'-10"7'-1"15'-8"8'
7'-1"
5'-1"
7'-1"
10'-7"6'6'-3"
SPA ROOM
SAUNA
STEAM SHOWER
SPA LOBBY
CLOSET
6'-1"
5'-8"
DOUBLE BEDROOM
STORAGE/
ELECTRICAL ROOM
BATHROOM
DOUBLE BEDROOM
BEDROOM
SUITE
BATHROOM
BEDROOM
SUITE
BATHROOM
BATHROOM
DOUBLE BEDROOM
PROPOSED CONSTRUCTION LAYOUT
SCALE: 14= 1'-0"
CL
O
S
E
T
CL
O
S
E
T
CL
O
S
E
T
CL
O
S
E
T
OUTDOOR CORRIDOR
PL
A
N
T
E
R
PLANTERPLANTER
SECTION A
SECTION 1 SECTION 3
SECTION 1 SECTION 3
SECTION A
SECTION 2
SECTION 2
4"
4"
4"
4"
4"
4"
12'-11
2"
3'-2"4'8'
14'-5"
5'-4"
2'-2"
23'-7"
7'-6"
2'-6"17'-9"16'-10"17'-9"11'-5"6'-2"
3'-41
2"
9'-3"
3'-41
2"
9'-3"
22'-9"
D-02
D-04
D-04
D-04
D-01
D-03
D-01
D-01
D-05
D-03
D-01 D-01
W-02 W-02 W-02 W-02W-02
W-04 W-04 W-04W-04
W-01 W-01 W-01 W-01
W-04
D-05
W-04
SPA ROOM
7'-8"7'-4"3'-2"6'-6"
1'-21
2"
2'-4"2'-81
2"3'-2"9'-5"2'-4"2'-4"7'-8"5"3'-2"9'-5"2'-4"2'-4"1'-4"3'-2" 1'-91
2"2'-4"1'-91
2"
101
2"
5'-01
2"
14'-5"
6'-41
2"
2'-91
2"
5'-31
2"
3'-1"
2'-91
2"
11"
2'-91
2"
2'-71
2"
3'-11"
7"
3'-2"
4"
2'-3"5'-1"2'-2"3'-2"6'-5"3'-2"3'-6"5'-1"11'-1"2'-2"3'-2"6'-5"3'-2"2'-10" 3'-6"2'-10"9"11'-5"
3'
3'-2"3'-6"5'-1"3'-9"
W-03
11"3'-2"12'-91
2"
11'-5"
3'-6"2'-10"9"11'-5"
14'-5"
1'-10"5'-1"2'-2"
5'-9"
5'-1"5'-1"
5'-9"
SD-01
SD-01
2'-71
2"
2'-3"
2'-71
2"
2'-3"1'-10"1'-10"
3'-5"3'-3"3'-5"3'-3"
4'-41
2"4'-41
2"
5'-8"
6'-1"
5'-11"
5'-11"
5'-7"
10'-7"
14'-5"
2'
12'-5"
6'-10"3'-4"6'-101
2"3'-31
2"
14'-5"14'-5"
IMAGE No.NOMINAL W X H SIZE FRAME COLOR
DOOR SCHEDULE
OPERATION
D-01
D-02
D-03
D-04
D-05
38" x 80"SWING
33.5" x 80"
34" x 80"
33.5" x 80"
31.5" x 80"
SWING
SWING
SWING
SWING
CORE
SOLID WOOD
DOOR
SOLID WOOD
DOOR WITH
TRANSLUCENT
GLASS
SOLID WOOD
DOOR
SOLID WOOD
DOOR
GLASS
PARTITION &
DOOR
BRONZE
BRONZE
BRONZE
BRONZE
BRONZE
MANUFACTURER
CUSTOM
MADE
2'-91
2"1'-6"
QTY
05 01
02 03
02 2'-7 1/2"
7'-10"
6'-8"
7'-4"
6'-8"
6'-8"
IMAGE No.NOMINAL W X H SIZE FRAME MATERIAL FRAME COLOR
WINDOW SCHEDULE
WINDOW SILL H
W-01
W-02
W-03
W-04
61" x 46"42"ALUMINUM BRONZE
38.5" x 59"
38" x 88"
28" x 22"
29"
10.5"
66"
ALUMINUM
ALUMINUM
ALUMINUM
MANUFACTURER
BRONZE
BRONZE
BRONZE
SASH OPERATION
HORIZONTAL
SLIDER
HORIZONTAL
SLIDER
HORIZONTAL
SLIDER
AWNING
101
2"
5'-111
2"
6"
QTY COMMENTS
04 05
01 06
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
ALUMINUM
COVERING ON UPPER
& LOWER FRONT
SIDES OF THE
WINDOW
FRAME
N/A
5'-1"
2'-4"
1'-10"
3'- 2 1 2"
4'-11"
10 1
2"
6"
SECTION DETAIL SD-01
NO SCALE
ALUMINUM
COVER
ALUMINUM
COVER
WINDOW
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
SHEET NO:
A4.10
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE CONSTRUCTION PLAN
WINDOW & DOOR SCHEDULE
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
BEDROOMBEDROOMDOUBLE
BEDROOM
BATHROOM BATHROOM BATHROOM BATHROOM ELECTRICAL/STORAGE
SECTION A-A'
SCALE: 14= 1'-0"
8'-8"8'DOUBLE
BEDROOM
TOTEMTOTEMTOTEM
6'-6"
1'-9"
CEILING
8'-8"
FLOOR
8"
4'-10"
1'-10"
6'-6"
4'-10"
1'-10"
2'-4"3'-2"
SPA ROOM
2'-5"
4'-11"
8'
CEILING
8'
FLOOR
0'
SPA LOBBY
BEDROOM BATHROOM
12'-6"
1'
1'-11"
9'-01
2"
6'-8"
8'
SECTION 1-1'
SCALE: 14= 1'-0"
6'-8"
3'-61
2"
8'-10"
8"
CORRIDOR
ROOF
12'-6"
OPENING
9'-6"
FLOOR
TOTEM
13'
8"
CORRIDOR
13'
1'-11"
9'-6"
1'-8"
SECTION 3-3'
SCALE: 14= 1'-0"
2'-5"
4'-11"8'-01
2"
2'-4"
10'-61
2"
1'-3"
9"
2'-10"
3'-10"
3'-61
2"1'
ROOF
12'-6"
OPENING
9'-6"
FLOOR
TOTEM
13'
8"
CORRIDOR
SECTION 2-2'
SCALE: 14= 1'-0"
CLOSET
BATHROOM
8'
8'-10"
1'-11"
1'-7"
13'
8"
1'
6'-8"
1'-3"
3'-61
2"
10'-61
2"
2"9"
10'-1"5'-2"5'-4"8"1'-6"
ROOF
12'-6"
OPENING
9'-6"
FLOOR
TOTEM
13'
8"
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
SHEET NO:
A4.11
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE - SECTION VIEWS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
M
M MM
M M
M
WL
WL
WL
WL
S SM
GFI
SM
S SM
SD
SD
SD
AF
C
I
AF
C
I
AF
C
I
GF
I
AF
C
I
AFCI AFCI
GFI
GF
I
S
SM AF
C
I
AF
C
I
AFCI
S
M
M
SS
PROPOSED ELECTRICAL/MECH
SCALE: 14= 1'-0"
AF
C
I
AFCI
M
WL
WL
S SM
GFI
SM
SD SD
GF
I
AF
C
I
AFCI AFCI
GFI
GF
I
S
SM
AFCI
S
AF
C
I
AFCI
STORAGE/
ELECTRICAL ROOM
BATH.
DOUBLE BEDROOM
BEDROOM
SUITE
BEDROOM
SUITE
BATH.
DOUBLE BEDROOM
BATH.
CM
S/
CM
S/CM
S/
CM
S/
CM
S/
CM
S/
OUTDOOR CORRIDOR
M
SD
SD
SD
SD
SD
SD
AF
C
I
AF
C
I
AF
C
I
AF
C
I
AF
C
I
SD
SD
SD
SD
SD
M
S
SM
SM
S
AF
C
I
AF
C
I
AFCIAF
C
I
AFCI
SD
SD
AF
C
I
AF
C
I
GF
I
AF
C
I
S
S WP
SM
SD
T/H
M
WL
C.A.R.
CM
S/
4' LED Light Fixture
2'x2' LED lamp
2' LED Light Fixture
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
SHEET NO:
A4.12
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE -ELECTRICAL/MECH PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
SHEET NO:
A4.13
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
GUEST HOUSE 3D IMAGES
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
BRIGHT FUTURE RECOVERY
GUEST HOUSE 3D VIEWS
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
Red wood siding for entrance gates
Split face concrete block - AB Stone
tan 8x18in calstone
A-1
A-2
Perimeter wall to be constructed by
A-3
A-4
Outdoor Intercom with video/audio set.
T.B.D.
A-5
A-6 Recessed wall - concrete texture
A-7 Concrete masonry unit
ELEVATION AND FLOOR PLAN NOTES
Wood and metal doble entry gate
adjacent developer
A-8 Natural stone-Champlain South bay
Quartzite Legstone
A-9 Brick Masonry
A-10 Paint-Benjamin moore,Willow cc-542
A-11 Paint-Benjamin moore,Duffering terrace
cc-456
A-12 Paint-Benjamin moore,Dune White cc-70
A-13 Paint-Benjamin moore, Luminous days
300
A-14 Paint-Benjamin moore,Stardust 2108-40
A-15 Siding-Colorstrand-Yellowstone
A-16 ACM-Reynobond 4mm FR- colorweld
500-Charcoal
ACM-Reynobond 4mm Fr- Duragloss
A-17 ACM-Reynobond 4mm Fr- Duragloss
3000- Portabella
A-18 ACM-Reynobond 4mm Fr- Colorweld
500- Sunshine Grey
A-19
Siding - KWP yellowstone rustic
A-21 Wrought Iron fence and gate
A-22 Solid wood 8x8in [rafter]
A-23 Solid wood 8x8 in [beam]
ACM-Reynobond 4mm Fr- Colorweld
500- Castle Gray
A-20
A-24 Natural stone veneer champlain-south
bay quartzite square and rectangle
A-25 Paint - Revere pewter HC172
Standing seam roof class'A'A-26
A-33
Stucco-Benjamin moore, black panther
2125-10
A-27
Stucco-Benjamin moore, Storm AF700A-28
Paint-Benjamin moore, Storm AF700A-29
Paint-Benjamin moore, WHITEA-30
Door- Solid core woodA-31
Window-Bronze aluminum, clear glassA-32
A-34
Door-Bronze aluminum, clear glass
Metal Pergola, Carbon color paintA-34
Porcelain tile- Outdoors Ans - Cabane
fog,8x48 inA-35
Paver - Calstone narrow joint permeable
paver - Color gray charcoal
A-36
ConcreteA-37
AsphaltA-38
SHEET NO:
A7
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
LANDSCAPE PROPOSAL PLAN
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
11/29/2023
3 4 5 6 7
8 9
10 11
(N) ENTRANCE GATE
BRIGHT FUTURE RECOVERY
PROPOSED LANDSCAPE PLAN FAIRVIEW ROAD
(N)OFFICE
BUILDING
FIRE PIT AREA
(E) Tree
(N) 46'x30' Duraplay
Half court Basketball
POOL
AREA
(N)
P
A
T
H
W
A
Y
TBA
C
6' S
E
K
6' S
E
T
B
A
C
K
6'
S
E
T
B
A
C
K
(N)GUEST
HOUSE
5' SETBACK
EXISTING HOUSE
(N) RECREATIONAL
AREA
FUCHSIA DRIVE
MA
R
I
G
O
L
D
S
T
R
E
E
T
2,980.49 sqft
5,489 sq ft
680 sq ft
(N) TRASH ENCLOSURE
336 sq ft
FRONT WALL
25' SETBACK
A-37
A-38
A-36
A-37
A-37
A-37
A-37
A-38
A-38A-38
1,691 sq ft
326.66 sq ft
CITY SIDEWALK
CITY SIDEWALK
Sound Wall and perimeter
fence approved by the City
per the attached approved
Rough Grading Plan “Section
I-I”. BD permit: #20223905.
Low-Density
residential
Low-Density
residential
DECK
(E)
PORCH
(E)
FRONT
PORCH (E)
PORCH
(E)
(N) SPA
(N
)
C
O
V
E
R
E
D
P
O
R
C
H
(N) PATHWAY
(N) PATHWAY
(N) PATHWAY
(N
)
P
A
T
H
W
A
Y
(E) Tree
(E) Tree
(E) Tree
(E) Tree
(E) Tree
(N) ROUNDABOUT
(N) DRIVEWAY
(N)LED LAMP POST
(N) CAR CHARGER
(N) PEDESTRIAN GATE
(N) WROUGHT
IRON FENCE
(N) WROUGHT
IRON FENCE
(N) PICNIC
AREA
A-39
A-39
A-39
A-39
A-39
A-39
A-40
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Tree
(N) Metal Trellis with Boston
Ivy climbing plant
(N) Metal Trellis with Boston
Ivy climbing plant
(N) Metal Trellis with
Boston Ivy climbing
plant
(N)LED LAMP POST
A-21
A-1
A-1
A-1
A-1
A-2
A-21
A-21
A-21
A-37
(N)LED LAMP POST
15' SETBACK
NOTE: IRRIGATION AND LANDSCAPING DETAILS TO BE
SUBMITTED AFTER PRE PLANNING APPROVAL.
FAIRVIEW ROAD
Scale 1/4"=1'-0"
Sound Wall and perimeter
fence approved by the City
per the approved Rough
Grading Plan “Section I-I”.
BD permit: #20223905.
"Sound Walls For Fairview
Road, ...(1560 Linear Feet)"
2 0
'
LEFT
A3.2
22 11
(N)N) T (N)N) T
1 A8
SIGNAGE
PERMEABLE
ASPHALT
CONCRETE
SITE PLAN FINISHES
A-37
A-38
A-36 PAVER
*SEE FINISHES LIST ON PAGE A9
A-39 GRASS
BERMUDA
4 3
A-40 " WHITE
GRAVEL
NEW PLANTS AND TREES SCHEDULE
TREES BOTANICAL / COMMON NAME CONT QTY
Mulga/Acacia aneura 36 Box 2
PLANT SCHEDULE EXISTING TREES
TREES BOTANICAL / COMMON NAME
Cedrus atlantica / Atlas Cedar
Quercus agrifolia / Coast Live Oak
Schinus molle / California Pepper
Tree species to be identified / Existing
Tree
CONT
Existing
Existing
Existing
Existing
QTY
1 1
2 2
Pacific Dogwood/
Cornus nutallii
Olea europaea `Monher` TM /
Majestic Beauty Fruitless Olive
15 gal 2
17Cupressus sempervirens `Monshel` TM 15 gal
/ Tiny Tower Italian Cypress
Arbutus x `Marina` / Marina
Strawberry Tree
15 gal 3
SHRUBS BOTANICAL / COMMON NAME CONT QTY
5 gal 11Rosmarinus officinalis `Prostratus` /
Dwarf Rosemary
Salvia x `Pozo Blue` / Pozo Blue Sage 5 gal 9
5 gal 23Ligustrum kaponicum 'taxumum' /
Wax leaf privet
Myrtus communis 'Compacta' /
Dwarf Myrtle
1 gal 15
Parthenocissus tricuspidata /
Boston IVY
1 gal 41
Dietes (Morea) /Dietes Bi-Color 1 gal 30
Ceanothus x `Julia Phelps` / Julia 5 gal 8
Phelps Wild Lilac
48 Box 2
PROJECT
0 5'10'20'NORTH
Red wood siding for entrance gates
Split face concrete block - AB Stone
tan 8x18in calstone
A-1
A-2
Perimeter wall to be constructed by
A-3
A-4
Outdoor Intercom with video/audio set.
T.B.D.
A-5
A-6 Recessed wall - concrete texture
A-7 Concrete masonry unit
ELEVATION AND FLOOR PLAN NOTES
Wood and metal doble entry gate
adjacent developer
A-8 Natural stone-Champlain South bay
Quartzite Legstone
A-9 Brick Masonry
A-10 Paint-Benjamin moore,Willow cc-542
A-11 Paint-Benjamin moore,Duffering terrace
cc-456
A-12 Paint-Benjamin moore,Dune White cc-70
A-13 Paint-Benjamin moore, Luminous days
300
A-14 Paint-Benjamin moore,Stardust 2108-40
A-15 Siding-Colorstrand-Yellowstone
A-16 ACM-Reynobond 4mm FR- colorweld
500-Charcoal
ACM-Reynobond 4mm Fr- Duragloss
A7 A2 A7
5'
24'
11'-6"4"11'-8"
TRASH ENCLOSURE - FRONT ELEVATION DETAIL
Scale 1/4"=1'-0"
3 A8
4'-4"
6'-4"
4'4'-9"
2'-8"8"
A-10
8'
2'-51
2"
2'-8"
6'-71
2"8"
2"
1'1'-41
2"91
2"
9"
101
2"
5'-4"
2'
6'-9"
A-25
A-9
A-8
A-16
LOGO
5'
Pend 0.5%
A7 A2
Pend 0.5%
8'6'
Concrete pad
DRAINAGE
TRASH ENCLOSURE - SECCION B-B
Scale 1/4"=1'-0"
B-B
A8
A-17 ACM-Reynobond 4mm Fr- Duragloss
3000- Portabella
A-18 ACM-Reynobond 4mm Fr- Colorweld
500- Sunshine Grey
A-19
Siding - KWP yellowstone rustic
A-21 Wrought Iron fence and gate
A-22 Solid wood 8x8in [rafter]
A-23 Solid wood 8x8 in [beam]
ACM-Reynobond 4mm Fr- Colorweld
500- Castle Gray
A-20
A-24 Natural stone veneer champlain-south
bay quartzite square and rectangle
A-25 Paint - Revere pewter HC172
Standing seam roof class'A'A-26
A-33
Stucco-Benjamin moore, black panther
2125-10
A-27
Stucco-Benjamin moore, Storm AF700A-28
Paint-Benjamin moore, Storm AF700A-29
Paint-Benjamin moore, WHITEA-30
Door- Solid core woodA-31
Window-Bronze aluminum, clear glassA-32
Metal Pergola, Carbon color paintA-34
Door-Bronze aluminum, clear glass
Metal Pergola, Carbon color paintA-34
Door-Bronze aluminum, clear glass
Porcelain tile- Outdoors Ans - Cabane
fog,8x48 inA-35
Paver - Calstone narrow joint permeable
paver - Color gray charcoal
A-36
ConcreteA-37
AsphaltA-38
GENERAL NOTES:
All images, textures, and colors present in
the drawings are representations of actual
material and are subject to vary on site.
B-
B A8
6'
8'
(N) TRASH ENCLOSURE
336 sq ft
24'
14'
TRASH ENCLOSURE - TOP VIEW
Scale 1/4"=1'-0"
1 A8
A7
A2
A2
Concrete pad
SIGNAGE DETAIL - 3D VIEW
SOUND BARRIER - 3D VIEW2.1
A8
1.2 A8
SIGNAGE DETAIL - FRONT VIEW
Scale 1/4"=1'-0"
1.1 A8
SIGNAGE DETAIL - TOP VIEW
Scale 1/4"=1'-0"
1.3 A8
SIGNAGE DETAILS
TRASH ENCLOSURE DETAILS
FRONT SOUND BARRIER WALL DETAILS
TRASH ENCLOSURE - 3D VIEW3
A8
A8
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
DETAILS
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
SHEET NO:
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
SEAL:
Perimeter wall seccion
Scale 1/4"=1'-0"
A-A
A8
*Wall to be constructed by
KB Homes/Adjacent Developer
Sound Wall and perimeter fence approved by the City per the approved Rough Grading Plan “Section I-I”.
BD permit: #20223905.
"Sound Walls For Fairview Road, ...(1560 Linear Feet)"
0 5'10'
SCALE 1/4"= 1'-0"
11/29/2023
FRONT SOUND BARRIER WALL- ELEVATION
Scale 1/4"=1'-0"
A-3 A-6
4'
-
6 "
6'
1'
-
6 "
4"
5'9'5'-6"
6'
A-4 A-5
Concrete cap
2.3 A8
9'-4 1
2 "
Pedestrian entranceEntrance gate
A-3
A-4
26'6'-4"1'-7"
9'
2'
5'-6"6'-4"
FRONT SOUND BARRIER WALL - TOP VIEW
Scale 1/2"=1'-0"
2.2 A8
A-5
A4
A-6
A-3
Pedestrian
entrance
Entrance gate
A1 A4
5'9'-4 1
2"26'1'-6"
A-3
26 '
-
8 "
ACM-Reynobond 4mm Fr- Colorweld
500- Castle Gray
ACM-Reynobond 4mm FR- colorweld
500-Charcoal
ACM-Reynobond 4mm Fr- Duragloss
3000- Portabella
ACM-Reynobond 4mm Fr- Colorweld
500- Sunshine Grey
Paint-Benjamin moore,Willow cc-542
Paint-Benjamin moore,Duffering terrace
cc-456
Paint-Benjamin moore,Dune White cc-70
Paint-Benjamin moore, Luminous days
300
Paint-Benjamin moore,Revere pewter
HC172
Paint-Benjamin moore,Stardust 2108-40
Paint-Benjamin moore, Storm AF700
Stucco-Benjamin moore, black panther
2125-10
Stucco-Benjamin moore, Storm AF700
A-19
A-16
A-17
A-18
A-10
A-11
A-12
A-13
A-25
A-14
A-29
A-27
A-28
ACM
PAINT AND STUCCO
Natural stone veneer champlain-south
bay quartzite square and rectangle
Siding - KWP yellowstone rustic
Natural stone-Champlain South bay
Quartzite Legstone.\Stone Champlain-Stone-South-Bay-Quartz-Ledgestone-Swatch.jpg Paver - Calstone narrow joint permable
mission - Color gray charcoal
Concrete
Asphalt
Walnut wood siding
A-24
A-9
A-3
A-8
A-4
STONE AND CMU
FLOOR AND PAVEMENTS
WOOD AND SIDING
Split face concrete block - AB Stone
tan 8x18in calstone
Floor Tile- ANS - Cabane fog, 8x48 in
A-35
A-36
A-37
A-38
Scutch /bermuda Grass
A-39
Gravel white 3/4"
A-40 GENERAL NOTES:
All images, textures, and colors present in
the drawings are representations of actual
material and are subject to vary on site.
FINISHES SCHEDULE
A9
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
FINISHES SCHEDULE
REVISION:
REV 5
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
SHEET NO:
SEAL:
11/29/2023
A10
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
10 0
0 F
a
i
r
v
i
e
w
R
o
a
d
,
Ho
l
l
i
s
t
e
r
,
C
a
9 5
0 2
3 3D VIEWS BRIGHT FUTURE RECOVERY
SHEET NO:
PROJECT:
BRIGHT FUTURE RECOVERY
SITE PLAN DEVELOPMENT
CLIENT:
CHEREE ASHLEY
1000 Fairview Road,
Hollister, Ca 95023
PROJECT NO. :
2021-15
DATE:
03/04/2025
ISSUE:
BFR DESIGN PROPOSAL
SHEET TITLE:
3D VIEWS
REVISION:
REV 05
DESIGNED BY:
Larissa Fajardo
DRAFTING BY:
Daniela Sanabria
Cindy Garcia
SEAL:
999 W Taylor St. Suite A San Jose,
CA 95126
[email protected]
phone(408)-827-4591
11/29/2023
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
(SS)
(SS)
(S
S
)
(S
S
)
(S
S
)
(S
S
)
(S
D
)
(S
D
)
(S
D
)
(W
)
(W
)
(W
)
(W
)
(W
)
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SD
SD
SD
SD SD
SD
SD
SS
SS
SS
SS
S
D
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SDSDSD
8'
'
8'
'
8'
'
8'
'
8'
'
8''8''8''8''8''8''8''8''8''8''
PAVING FINISHES
CONCRETE
4" PCC/4"AB SIDEWALKS
6" PCC/6"AB ALL DWYS, RAMPS,
AREAS OF VEHICLE TRAFFIC
PERMEABLE PAVERS
ASPHALT
3" AC/12" AB, OR AS DIRECTED
BY GEOTECHNICAL REPORT
(S
S
)
(S
S
)
(S
D
)
(W
)
(W
)
EXISTING SITE PLAN
1" = 40'
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
*
F
I
L
E
N
A
M
E
:
X
:
\
A
u
t
o
C
A
D
P
r
o
j
e
c
t
s
\
2 0
2 4
\
1 2
4 0
4 8
\
d
w
g
\
1 2
4 0
4 8
S
A
2 .
d
w
g
*
P
l
o
t
t
e
d
o
n
:
W
e
d
n
e
s
d
a
y
,
1 5
J
a
n
u
a
r
y
2 0
2 5
a
t
4 :
0 1
p
m
b
y
:
A
H
A
L
L
*
15 January 2025
124048 SA2.dwg
SHEET:
OF SHEETS
JOB #:
DATE:
SCALE:
DWG:
A
N
N
E
E. HA L L
PR
E
L
I
M
I
N
A
R
Y
NO
T
FO
R
CO
N
S
T
R
U
C
T
I
O
N
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
124048
C1
AS MARKED
SI
T
E
&
A
R
C
H
I
T
E
C
T
U
A
L
10 0
0 F
A
I
R
V
I
E
W
R
O
A
D
SA
N
B
E
N
I
T
O
C
O
U
N
T
Y
,
C
A
L
I
F
O
R
N
I
A
CI
T
Y
O
F
H
O
L
L
I
S
T
E
R
FU
C
H
S
I
A
D
R
MA
R
I
G
O
L
D
S
T
FAIRVIEW ROAD
55' 1
2 ST RIGHT OF WAY
55.0'
CURRENT
DRIVEWAY
(E) AB
PARKING
(E) RESIDENCE
AND PATIOS
(E) SS STUB
(P) POOL AREA
FF=436
(P) COURT
FF=436
(P) GUEST
HOUSE
FF=437
(P) MAIN
HOUSE
FF=437.0
(E) HOUSE
FF=438.33
(P) SPA
FF=436.5
(P) TRASH
ENCLOSURE
PROPOSED SITE PLAN
1" = 20'
(E) SSCWD
WATER
METER
WISTERIA ST
(E) PERIMETER WALL
CONSTRUCTED BY KB
HOMES/WEST OF FAIRVIEW
RIM 435.0
RIM 435.5
OUTFALL/OVERLAND
RELEASE 433.0
RIM 435.8
CI TC 236.4
TC 236.6
TC 236.6
TC 436.73
TC 436.5
TC 436.0
TC 238.2
RIM 436.0
GRADE BREAK
TC 237.0
RIM 436.5
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
RIM 435.8
RIM 436.33
RIM 436.33
RIM 436.5 RIM 436.33
RIM 236.5
RIM 436.35
TC/AC 436.85
TC/AC 436.85
NOTES:
1.TOPOGRAPHIC SURVEY DONE BY DAN S. SCOTT III IN FEB, 2022
2. Feet
0 40 80
Feet
0 20 40
15.0'
15.0'
18.0'
24.0'
24.0'
24.0'
20.0'
20.0'
8.0'
2:1
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
(SS)
(SS)
(S
S
)
(S
S
)
(S
S
)
(S
S
)
(S
D
)
(S
D
)
(S
D
)
(W
)
(W
)
(W
)
(W
)
(W
)
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SD
SD
SD
SD SD
SD
SD
SS
SS
SS
SS
S
D
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SDSDSD
8'
'
8'
'
8'
'
8'
'
8'
'
8''8''8''8''8''8''8''8''8''8''
(S
S
)
(S
S
)
(S
D
)
(W
)
(W
)
EXISTING SITE PLAN
1" = 40'
RE
V
I
S
I
O
N
S
NO
.
DA
T
E
*
F
I
L
E
N
A
M
E
:
X
:
\
A
u
t
o
C
A
D
P
r
o
j
e
c
t
s
\
2 0
2 4
\
1 2
4 0
4 8
\
d
w
g
\
1 2
4 0
4 8
S
A
2 .
d
w
g
*
P
l
o
t
t
e
d
o
n
:
W
e
d
n
e
s
d
a
y
,
1 5
J
a
n
u
a
r
y
2 0
2 5
a
t
4 :
0 2
p
m
b
y
:
A
H
A
L
L
*
15 January 2025
124048 SA2.dwg
SHEET:
OF SHEETS
JOB #:
DATE:
SCALE:
DWG:
A
N
N
E
E. HA L L
PR
E
L
I
M
I
N
A
R
Y
NO
T
FO
R
CO
N
S
T
R
U
C
T
I
O
N
ST
O
R
M
W
A
T
E
R
C
O
N
T
R
O
L
P
L
A
N
BR
I
G
H
T
F
U
T
U
R
E
R
E
C
O
V
E
R
Y
124048
C2
AS MARKED
SI
T
E
&
A
R
C
H
I
T
E
C
T
U
A
L
10 0
0 F
A
I
R
V
I
E
W
R
O
A
D
SA
N
B
E
N
I
T
O
C
O
U
N
T
Y
,
C
A
L
I
F
O
R
N
I
A
CI
T
Y
O
F
H
O
L
L
I
S
T
E
R
FU
C
H
S
I
A
D
R
MA
R
I
G
O
L
D
S
T
FAIRVIEW ROAD
55' 1
2 ST RIGHT OF WAY
(P) POOL AREA
FF=436
(P) COURT
FF=436
(P) GUEST
HOUSE
FF=437
(P) MAIN
HOUSE
FF=437.0
(E) HOUSE
FF=438.33
(P) SPA
FF=436.5
(P) TRASH
ENCLOSURE
PROPOSED SITE PLAN
1" = 20'
WISTERIA ST
RIM 435.0
RIM 435.5
OUTFALL/OVERLAND
RELEASE 433.0
RIM 435.8
CI TC 236.4
TC 236.6
TC 236.6
TC 436.73
TC 436.5
TC 436.0
TC 238.2
RIM 436.0
GRADE BREAK
TC 237.0
RIM 436.5
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
OVERFLOW FROM ADS IN PIPE TO
OUTFALL/OVERLAND RELEASE
RIM 435.8
RIM 436.33
RIM 436.33
RIM 436.5 RIM 436.33
RIM 236.5
RIM 436.35
TC/AC 436.85
TC/AC 436.85
HISTORICAL HIGH
POINT OF PROPERTY
THE TOPOGRAPHIC SURVEY WAS DONE IN 2022, AND CONSTRUCTION IN FAIRVIEW WEST HAS CHANGED SOME BOUNDARY CONDITIONS.
TOPOGRAPHIC INFORMATION SHOULD BE UPDATED AS PART OF THE IMPROVEMENT PLANS DMA 1
DMA 2
IN
F
1 INF
2 Feet
0 20 40
Feet
0 40 80
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED.
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
9" (230 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR PLUS ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PARTIAL CUT END CAP PART #:
MC3500IEPP24BC OR MC3500IEPP24BW
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-3500 CHAMBER
MC-3500 END CAP
MC-3500 ISOLATOR ROW PLUS DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NYLOPLAST
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MCFLAMP
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NTS
4" (100 mm) INSERTA TEE
TO BE CENTERED ON CORRUGATION VALLEY
CONCRETE COLLAR
ASPHALT OVERLAY FOR
TRAFFIC APPLICATIONS
12" (300 mm) MIN WIDTH
8" (200 mm) MIN THICKNESS OF ASPHALT
OVERLAY AND CONCRETE COLLAR
8" NYLOPLAST UNIVERSAL DRAIN BODY
(PART# 2708AG4IPKIT) OR TRAFFIC RATED
BOX W/SOLID LOCKING COVER
CONCRETE COLLAR / ASPHALT OVERLAY
NOT REQUIRED FOR GREENSPACE OR
NON-TRAFFIC APPLICATIONS
4" (100 mm) SDR 35 PIPE
NYLOPLAST 8" LOCKING SOLID
COVER AND FRAME
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
St
o
r
m
T
e
c
h
1-
8 0
0 -
8 2
1 -
6 7
1 0
|
WW
W
.
S
T
O
R
M
T
E
C
H
.
C
O
M
®
Ch
a
m
b
e
r
S
y
s
t
e
m
46 4
0 T
R
U
E
M
A
N
B
L
V
D
HI
L
L
I
A
R
D
,
O
H
4 3
0 2
6 1-
8 0
0 -
7 3
3 -
7 4
7 3
DA
T
E
:
0 1
/
0 8
/
2 0
2 5
DR
A
W
N
:
U
U
PR
O
J
E
C
T
#
:
CH
E
C
K
E
D
:
N
/
A
RE
V
:
TH
I
S
D
R
A
W
I
N
G
H
A
S
B
E
E
N
P
R
E
P
A
R
E
D
B
A
S
E
D
O
N
I
N
F
O
R
M
A
T
I
O
N
P
R
O
V
I
D
E
D
T
O
A
D
S
/
S
T
O
R
M
T
E
C
H
U
N
D
E
R
T
H
E
D
I
R
E
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
’
S
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
(
“
E
O
R
”
)
O
R
O
T
H
E
R
P
R
O
J
E
C
T
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
T
H
I
S
D
R
A
W
I
N
G
I
S
N
O
T
I
N
T
E
N
D
E
D
F
O
R
U
S
E
I
N
B
I
D
D
I
N
G
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
O
U
T
T
H
E
E
O
R
’
S
P
R
I
O
R
A
P
P
R
O
V
A
L
.
E
O
R
SH
A
L
L
R
E
V
I
E
W
T
H
I
S
D
R
A
W
I
N
G
P
R
I
O
R
T
O
B
I
D
D
I
N
G
A
N
D
/
O
R
C
O
N
S
T
R
U
C
T
I
O
N
.
I
T
I
S
T
H
E
U
L
T
I
M
A
T
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
E
O
R
T
O
E
N
S
U
R
E
T
H
A
T
T
H
E
P
R
O
D
U
C
T
(
S
)
D
E
P
I
C
T
E
D
A
N
D
A
L
L
A
S
S
O
C
I
A
T
E
D
D
E
T
A
I
L
S
M
E
E
T
A
L
L
A
P
P
L
I
C
A
B
L
E
L
A
W
S
,
R
E
G
U
L
A
T
I
O
N
S
,
A
N
D
P
R
O
J
E
C
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
BR
I
G
H
T
F
U
T
U
R
E
S
R
E
C
O
V
E
R
Y
HO
L
L
I
S
T
E
R
,
C
A
,
U
S
A
SHEET
1 2OF
NO
T
T
O
S
C
A
L
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
G
H
A
C
I
F
D
B
E 20
.
2 5
'
46.75'
22 .
2 5
'
52.68'
1 MC-3500 CROSS SECTION DETAIL
2 MC-3500 TECHNICAL SPECIFICATION
3 MC-3500 ISOLATOR ROW PLUS DETAIL
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)4
SPA
C
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
SPA
C
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
5 MC-SERIES END CAP INSERTION DETAIL
NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBERCONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50
TOP OF MC-3500 CHAMBER:4.50
12" x 12" TOP MANIFOLD INVERT:2.95
24" ISOLATOR ROW PLUS INVERT:0.92
18" BOTTOM CONNECTION INVERT:0.90
BOTTOM OF MC-3500 CHAMBER:0.75
BOTTOM OF STONE:0.00
PROPOSED LAYOUT: SD1
17 STORMTECH MC-3500 CHAMBERS
6 STORMTECH MC-3500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
40 STONE VOID
3645
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1123 SYSTEM AREA (SF)
149.9 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
2.06"24" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED END CAP
26.36"12" TOP PRE-CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSBPREFABRICATED END CAP
1.77"18" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP18BC / TYP OF ALL 18" BOTTOM
CONNECTIONSCPREFABRICATED END CAP
INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMPDFLAMP
26.36"12" x 12" TOP MANIFOLD, ADS N-12EMANIFOLD
1.77"18" BOTTOM CONNECTIONFPIPE CONNECTION
3.7 CFS IN30" DIAMETER (24.00" SUMP MIN)GNYLOPLAST (INLET W/ ISO
PLUS ROW)
4.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)HNYLOPLAST (OUTLET) 4" SEE DETAILIINSPECTION PORT
ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.
2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED.
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
9" (230 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR PLUS ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PARTIAL CUT END CAP PART #:
MC3500IEPP24BC OR MC3500IEPP24BW
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
MC-3500 CHAMBER
MC-3500 END CAP
MC-3500 ISOLATOR ROW PLUS DETAIL
NTS
OPTIONAL INSPECTION PORT
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NYLOPLAST
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MCFLAMP
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NTS
4" (100 mm) INSERTA TEE
TO BE CENTERED ON CORRUGATION VALLEY
CONCRETE COLLAR
ASPHALT OVERLAY FOR
TRAFFIC APPLICATIONS
12" (300 mm) MIN WIDTH
8" (200 mm) MIN THICKNESS OF ASPHALT
OVERLAY AND CONCRETE COLLAR
8" NYLOPLAST UNIVERSAL DRAIN BODY
(PART# 2708AG4IPKIT) OR TRAFFIC RATED
BOX W/SOLID LOCKING COVER
CONCRETE COLLAR / ASPHALT OVERLAY
NOT REQUIRED FOR GREENSPACE OR
NON-TRAFFIC APPLICATIONS
4" (100 mm) SDR 35 PIPE
NYLOPLAST 8" LOCKING SOLID
COVER AND FRAME
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
St
o
r
m
T
e
c
h
1-
8 0
0 -
8 2
1 -
6 7
1 0
|
WW
W
.
S
T
O
R
M
T
E
C
H
.
C
O
M
®
Ch
a
m
b
e
r
S
y
s
t
e
m
46 4
0 T
R
U
E
M
A
N
B
L
V
D
HI
L
L
I
A
R
D
,
O
H
4 3
0 2
6 1-
8 0
0 -
7 3
3 -
7 4
7 3
DA
T
E
:
0 1
/
0 8
/
2 0
2 5
DR
A
W
N
:
U
U
PR
O
J
E
C
T
#
:
CH
E
C
K
E
D
:
N
/
A
RE
V
:
TH
I
S
D
R
A
W
I
N
G
H
A
S
B
E
E
N
P
R
E
P
A
R
E
D
B
A
S
E
D
O
N
I
N
F
O
R
M
A
T
I
O
N
P
R
O
V
I
D
E
D
T
O
A
D
S
/
S
T
O
R
M
T
E
C
H
U
N
D
E
R
T
H
E
D
I
R
E
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
’
S
E
N
G
I
N
E
E
R
O
F
R
E
C
O
R
D
(
“
E
O
R
”
)
O
R
O
T
H
E
R
P
R
O
J
E
C
T
R
E
P
R
E
S
E
N
T
A
T
I
V
E
.
T
H
I
S
D
R
A
W
I
N
G
I
S
N
O
T
I
N
T
E
N
D
E
D
F
O
R
U
S
E
I
N
B
I
D
D
I
N
G
O
R
C
O
N
S
T
R
U
C
T
I
O
N
W
I
T
H
O
U
T
T
H
E
E
O
R
’
S
P
R
I
O
R
A
P
P
R
O
V
A
L
.
E
O
R
SH
A
L
L
R
E
V
I
E
W
T
H
I
S
D
R
A
W
I
N
G
P
R
I
O
R
T
O
B
I
D
D
I
N
G
A
N
D
/
O
R
C
O
N
S
T
R
U
C
T
I
O
N
.
I
T
I
S
T
H
E
U
L
T
I
M
A
T
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
E
O
R
T
O
E
N
S
U
R
E
T
H
A
T
T
H
E
P
R
O
D
U
C
T
(
S
)
D
E
P
I
C
T
E
D
A
N
D
A
L
L
A
S
S
O
C
I
A
T
E
D
D
E
T
A
I
L
S
M
E
E
T
A
L
L
A
P
P
L
I
C
A
B
L
E
L
A
W
S
,
R
E
G
U
L
A
T
I
O
N
S
,
A
N
D
P
R
O
J
E
C
T
R
E
Q
U
I
R
E
M
E
N
T
S
.
BR
I
G
H
T
F
U
T
U
R
E
S
R
E
C
O
V
E
R
Y
HO
L
L
I
S
T
E
R
,
C
A
,
U
S
A
SHEET
2 2OF
NO
T
T
O
S
C
A
L
E
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 17.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
J
E
F
A
G
C
B
K
I
H
D 20
.
2 5
'
46.75'
22 .
2 5
'
56.61'
1 MC-3500 CROSS SECTION DETAIL
2 MC-3500 TECHNICAL SPECIFICATION
3 MC-3500 ISOLATOR ROW PLUS DETAIL
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)4
SPA
C
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
SPA
C
E
I
N
T
E
N
T
I
O
N
A
L
L
Y
L
E
F
T
B
L
A
N
K
5 MC-SERIES END CAP INSERTION DETAIL
NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. *INVERT ABOVE BASE OF CHAMBERCONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):12.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):6.50
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):6.00
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):6.00 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):6.00 TOP OF STONE:5.50
TOP OF MC-3500 CHAMBER:4.50
12" x 12" TOP MANIFOLD INVERT:2.95
12" x 12" TOP MANIFOLD INVERT:2.95
24" ISOLATOR ROW PLUS INVERT:0.92
24" ISOLATOR ROW PLUS INVERT:0.92
18" BOTTOM CONNECTION INVERT:0.90
BOTTOM OF MC-3500 CHAMBER:0.75
BOTTOM OF STONE:0.00
PROPOSED LAYOUT: SD2
18 STORMTECH MC-3500 CHAMBERS
6 STORMTECH MC-3500 END CAPS
12 STONE ABOVE (in)
9 STONE BELOW (in)
40 STONE VOID
3880
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1199 SYSTEM AREA (SF)
157.7 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
1.77"18" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP18BC / TYP OF ALL 18" BOTTOM
CONNECTIONSAPREFABRICATED END CAP
2.06"24" BOTTOM PRE-CORED END CAP, PART#: MC3500IEPP24BC / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSBPREFABRICATED END CAP
26.36"12" TOP PRE-CORED END CAP, PART#: MC3500IEPP12T / TYP OF ALL 12" TOP CONNECTIONSCPREFABRICATED END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMP (TYP 2 PLACES)DFLAMP
26.36"12" x 12" TOP MANIFOLD, ADS N-12EMANIFOLD
26.36"12" x 12" TOP MANIFOLD, ADS N-12FMANIFOLD
1.77"18" BOTTOM CONNECTIONGPIPE CONNECTION
2.5 CFS IN30" DIAMETER (24.00" SUMP MIN)HNYLOPLAST (INLET W/ ISO
PLUS ROW)
2.5 CFS IN30" DIAMETER (24.00" SUMP MIN)INYLOPLAST (INLET W/ ISO
PLUS ROW)
4.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)JNYLOPLAST (OUTLET) 4" SEE DETAILKINSPECTION PORT