Miller's Lodge - conceptual design presentation (August 2017)

well as the Peak Hour Demand (PHD). The MDD and PHD were determined from Bierman
Hydrogeologic’s water demand analysis and are summarized along with the required domestic
water storage in Table 1 below.

Table 1. Domestic Water Storage Requirements

Description Quantity Units FALL CREEK FALL CREEK
Maximum Day Demand (MDD) 37.97 Gallons per minute (gpm) ENGINEERING, INC. ENGINEERING, INC.
54,677 Gallons per day (gpd)
MDD after System & Treatment Loss 44.67 Gallons per minute (gpm)
64,325 Gallons per day (gpd)
Peak Hour Demand (PHD) 66.63 Gallons per minute (gpm)
Required Domestic Water Storage 3,998 Gallons per hour (gph)
64,325 Gallons

Table 2. Preliminar2y Wastewater Flows Table 3: Wastewater System Setbacks

Number of People/ Number of Unit Flow Monterey County Use Type Total Flow Feature Setback (ft)
Facility Number of Units Bedrooms Room People (gpcd) (gpd) Septic Tank Leachfield

Island 1 - Hotel Building 5 10
Property Line 5 10
Hotel 100 guest rooms 60 Hotel with private baths (per bed) 6,000 Domestic Water Well 100 100
15 Bar (per seat) 1,500 Domestic Water Line 10 10
Wine Cave 100 occupancy 15 Bar (per seat) Watercourse 100 100
20 Restaurant (per employee) 900 (measured from high water mark) 10 10
Pool Bar 60 seats 100 Large Trees 25 25
8,500 (>5” diameter) 25 50
Back of House 5 employees Swimming Pool
1,350 Downhill Embankment
Total for Island 1 600 (manmade or natural slopes >30%)

Island 2 - Conference Center and Residential 6,250

Ballroom 270 seats 5 Auditorium (per seat)
5 Auditorium (per seat)
Meeting Room 120 seats 30 Restaurant (per seat + 1000 gpd)
10 Swimming pools and bath houses (per person)
Restaurant/Bar 175 seats 10 Swimming pools and bath houses (per person)
20 Restaurant (per employee)
Spa 10 treatment rooms 100 75 Resident (per person) 1,000
100 75 Resident (per person)
Wellness Center (assume same as spa) 75 Resident (per person) 1,0N0o0n-Potable Reuse
8 75 Resident (per person)
Back of House 72 employees 12 1,46Ts40yr00estaetmedawndasthteewlaantedrsctoapbee used for non-potable reuse will provide supply to the fire suppression
18 irrigation system for the site. If not enough treated wastewater is
4 1 bedroom 12
22 6
Residential 3 2 bedroom 32 9a0v0ailable to meet the non-potable reuse needs of the site, make-up water will be supplied from
3 Deluxe 32 1,3n5o0n-potable, marginal quality water wells on the site.

1 Presidential 450

Total for Island 2 14,9T4h0e site fire water storage requirements were determined from the 2013 California Fire Code.
FCE assumes the proposed buildings on the site will be equipped with fire sprinklers. The fire-
Parking Area 3fpv54looe00lrwummreeinquoutfeir1e(8gm0pe,m0nt)0sf0foorgraabllmuoilindnsii.mngFuosmrwdsiitumhraislaptiorrinnpkroloefjre2csthy,osFtueCrmsE.shTaahrsieshacaodmrrsieunscipmceousnmsdnsfiertgoeoaftlioafwitrienogwf w1a,ti5teh0r t0shteografailrgleoencshief
3to90allow a reduction in fire-flow to 750 gpm for a minimum duration of 2 hours, which corresponds
Parking Attendant Toilet 2 employees 20 Restaurant (per employee) to 90,000 gallons of fire water storage. For purposes of this preliminary analysis, FCE has
5 Auditorium (per seat) 5a0s0sumed that the more conservation storage volume will be required.
Guest Parking 70 parking spaces

Total for the Parking Area

Roadhouse Area

General Store 5000 sq. ft. 1 Stores (1 gal/10 sq. ft.)
30 Restaurant (per seat + 1000 gpd)
Restaurant/Bar 150 seats 5,500
The site irrigation water demand will be determined when landscape plan is completed.
Warehouse 6,0HP0ry0edlirmoigneaoryloagnicn.uaThl elaensdtsimcaapteedwaantneuradleirmriagnadtiocanlwcualatetirondsewmearned completed by Bierman
is 2.41 acre-feet per year.
Total for the Roadhouse Area FCE

determined the peak month water demand by utilizing evapotranspiration rates available from
the California Polytechnic State University Irrigation Training and Research Center (ITRC). The
project site is located in Zone 6, established by the California Department of Water Resources.
4 The daily water demand for the peak month is 3,405 gallons. This is irrigation water demand is
PROJECT SMainlltearL’sut(dlcLoh2aioiwa2sidlH,Py9fgiorg7everh6ollisalmuugncmipdnhesad,ar)Co.ylfAaITwWrgaIeRsMtTseitwePLalaatEenn,rdtfhTM&WwoeeraiaDclniltSraheamrStrnigaDgoRiecasemltaatsillooeniDkdnuneetrswlcscyeaiagiptnneecsrreisratroisgreaawgtioehneDw,noaaArs laTndEsca0p8e0p2la2n0i1s7completed. For
assumed to be equivalent to the 5
100% of the total wastewater flow 1

PRELIMINARY ENGINEERING COST ESTIMATE PRELIMINARY ENGINEERING COST ESTIMATE - ALTERNATIVE
Preliminary Integrated Water Resources Management Plan Preliminary Integrated Water Resources Management Plan
Miller's Lodge
Miller's Lodge Arroyo Seco, California
Arroyo Seco, California

Description Units Quantity Unit Unit Unit Cost Installed Description Units Quantity Unit Unit Unit Cost Installed
Material Labor Cost Material Labor Cost
Cost Cost
Cost Cost

1. Potable Water System - Treatment, Storage, and Distribution 1. Potable Water & Fire Suppression System - Treatment, Storage, and Distribution

1.1 Surface Water Treatment System LS 1 175,000 $ 175,000 1.1 Surface Water Treatment System LS 1 175,000 $ 175,000
1.2 Potable Water Bolted Steel Storage Tank (65,000 gallons)
1.3 2" HDPE Pressure Distribution System - Potable Water (Includes Trenching) EA 1 65,000 15,000 80,000 $ 80,000 1.2 Combined Fire and Domestic Potable Water Bolted Steel Storage Tank (245,000 gal) EA 1 245,000 55,000 300,000 $ 300,000
1.4 Pipe Appurtenances (Fittings, Valves, Meters)
1.5 Complete Development of Wells LF 6,000 3 35 38 $ 228,000 1.3 2" HDPE Pressure Distribution System - Potable Water (Includes Trenching) LF 3,100 3 35 38 $ 117,800
1.6 2" PVC Transfer Line From Wells (Includes Trenching)
1.7 Booster Pak VFD Pump System LS 1 20,000 $ 20,000 1.4 6" PVC Pressure Distribution System - Potable Water (Includes Trenching) LF 4,200 10 45 55 $ 231,000

EA 2 25,000 50,000 75,000 $ 150,000 1.5 Pipe Appurtenances (Fittings, Valves, Meters) LS 1 20,000 $ 20,000

LF 3,400 3 35 38 $ 129,200 1.6 Complete Development of Wells EA 2 25,000 50,000 75,000 $ 150,000

LS 1 75,000 10,000 85,000 $ 85,000 1.7 2" PVC Transfer Line from Wells (Includes Joint-Trenching) LF 3,400 3 20 23 $ 78,200

Subtotal for the Potable Water System = $ 867,200 1.8 Booster Pak VFD Pump System LS 1 75,000 10,000 85,000 $ 85,000

2. Wastewater System - Collection, Treatment, and Disposal 1.9 Fire Pump System LS 1 50,000 15,000 65,000 $ 65,000

2.1 Manholes (Assumed, Not Shown) EA 10 1,500 2,500 4,000 $ 40,000 1.10 Fire Hydrant & Bollards (Assumed, Not Shown) EA 5 7,500 2,000 9,500 $ 47,500
2.2 Grease Traps (Assumed, Not Shown)
2.3 Lift Stations EA 2 6,500 5,000 11,500 $ 23,000 Subtotal for the Potable Water System = $ 1,269,500
2.4 6" SDR 35 PVC Sewer Gravity Collection (Not Shown) (Includes Trenching)
2.5 2" PVC Sewer Force Main (Includes Trenching) EA 4 15,000 15,000 30,000 $ 120,000 2. Wastewater System - Collection, Treatment, and Disposal
2.6 Primary/Secondary Treatment System
2.7 2" PVC Treated Effluent Return (Includes Trenching) LF 4,200 5 35 40 $ 168,000 2.1 Manholes (Assumed, Not Shown) EA 10 1,500 2,500 4,000 $ 40,000
2.8 Leachfield Disposal System
LF 3,100 3 35 38 $ 117,800 2.2 Grease Traps (Assumed, Not Shown) EA 2 6,500 5,000 11,500 $ 23,000

LS 1 250,000 $ 250,000 2.3 Lift Stations EA 4 15,000 15,000 30,000 $ 120,000

LF 3,400 3 35 38 $ 129,200 2.4 6" SDR 35 PVC Sewer Gravity Collection (Not Shown) (Includes Trenching) LF 4,200 5 35 40 $ 168,000

CY 1,500 55 12 67 $ 99,750 2.5 2" PVC Sewer Force Main (Includes Joint-Trenching) LF 3,100 3 20 23 $ 71,300

Subtotal for the Wastewater System = $ 947,750 2.6 Primary/Secondary Treatment System LS 1 250,000 $ 250,000

3. Reclaimed Water System - Fire Suppression, Irrigation and Greywater Collection, Wetland Treatment, Storage, and Distribution 2.7 2" PVC Treated Effluent Return (Includes Joint-Trenching) LF 3,400 3 20 23 $ 78,200

2.8 Leachfield Disposal System CY 1,500 55 12 67 $ 99,750

3.1 4" ABS Greywater Gravity Collection (Not Shown) (Includes Trenching) LF 800 4 35 39 $ 31,200 Subtotal for the Wastewater System = $ 850,250

3.2 2" PVC Greywater Force Main (Includes Trenching) LF 1,000 3 35 38 $ 38,000 3. Reclaimed Water System - Irrigation and Greywater Collection, Wetland Treatment, Storage, and Distribution

3.3 Greywater Treatment System LS 2 65,000 $ 130,000 3.1 4" ABS Greywater Gravity Collection (Not Shown) (Includes Trenching) LF 800 4 25 29 $ 23,200

3.4 Polishing Wetland (Grading, Liner, Planting, Inlet/Outlet Structures) CY 800 45 35 80 $ 64,000 3.2 2" PVC Greywater Force Main (Includes Trenching) LF 1,000 3 25 28 $ 28,000

3.5 Fire Water & Irrigation Storage Tanks (203,000 gallon) EA 1 202,000 50,000 252,000 $ 252,000 3.3 Greywater Treatment System LS 2 65,000 $ 130,000

3.6 Fire Pump System LS 1 50,000 15,000 65,000 $ 65,000 3.4 Polishing Wetland (Grading, Liner, Planting, Inlet/Outlet Structures) CY 800 45 35 80 $ 64,000

3.7 Filtration and Disinfection Treatment System EA 2 45,000 10,000 55,000 $ 110,000 3.5 Non-Potable Water (Irrigation) Storage Tanks + Booster System EA 2 15,000 7,500 22,500 $ 45,000

3.8 Recycled Water (Toilet Flushing) Storage Tank + Booster System EA 4 7,500 4,500 12,000 $ 48,000 3.7 Filtration and Disinfection Treatment System EA 2 45,000 10,000 55,000 $ 110,000

3.9 2" HDPE Pressure Distribution System - Non-Potable Reuse (Includes Trenching) LF 3,100 3 35 38 $ 117,800 3.8 Recycled Water (Toilet Flushing) Storage Tanks + Booster System EA 4 7,500 4,500 12,000 $ 48,000

3.10 6" PVC Pressure Distribution System - Non-Potable Reuse (Includes Trenching) LF 4,200 10 45 55 $ 231,000 3.9 2" HDPE Pressure Distribution System - Non-Potable Water (Includes Joint-Trenching) LF 900 3 20 23 $ 20,700

3.11 2" HDPE Pressure Distribution System - Recycled Water (Includes Trenching) LF 5,000 3 35 38 $ 190,000 3.10 2" HDPE Pressure Distribution System - Recycled Water (Includes Joint-Trenching) LF 5,000 3 20 23 $ 115,000

3.12 Fire Hydrant & Bollards (Assumed, Not Shown) EA 5 7,500 2,000 9,500 $ 47,500 3.11 Subsurface Drip (SSD) Dispersal System LF 20,000 2 2 4 $ 80,000

3.13 Subsurface Drip (SSD) Dispersal System LF 20,000 2 2 4 $ 80,000 3.12 Complete Development of Dedicated Non-Potable Well EA 1 25,000 50,000 75,000 $ 75,000

3.14 Complete Development of Dedicated Non-Potable Well EA 1 25,000 50,000 75,000 $ 75,000 3.13 2" PVC Transfer Line from Dedicated Non-Potable Well (Includes Joint-Trenching) LF 3,400 3 20 23 $ 78,200

3.15 2" PVC Transfer Line from Dedicated Non-Potable Well (Includes Trenching) LF 3,400 3 35 38 $ 129,200 Subtotal for the Reclaimed Water System = $ 817,100

Subtotal for the Reclaimed Water System = $ 1,608,700 Subtotal For Material and Labor Costs $ 2,936,850

Subtotal For Material and Labor Costs $ 3,423,650 Sales Tax 8.5% $ 115,609
Sales Tax $ 116,229
Shipping 8.5% $ 68,370 Shipping 5% $ 68,005
Mobilization & Construction Layout/Staking 5% $ 25,000
Profit & Overhead $ 544,987 Mobilization & Construction Layout/Staking $ 25,000
Complexity Factor 15% $ 342,365
Total Cost 10% $ 4,520,601 Profit & Overhead 15% $ 471,820
Complexity Factor 10% $ 293,685
Total Cost $ 3,910,968

Contingency 15% $ 586,645
Total Cost with Contingency $ 4,497,613
Contingency 15% $ 678,090
Total Cost with Contingency $ 5,198,692

PROJECT Miller’s Lodge TITLE Technical Designs D A T E 08 02 2017
& Data
1/10/2017 Santa Lucia Highlands, CA 52
Water Resource
Management 1/10/2017

AB CDE F G HI J K L MN O SHEET TITLE:
1
SANITARY SEWER PRELIMINARY INTEGRATED
LEGEND WATER RESOURCES

POTABLE POTABLE WATER MANAGEMENT SCHEMATIC
WATER RECYCLED WATER (TOILET FLUSHING)
STORAGE NON-POTABLE WATER
TREATED WASTEWATER
2 ISLAND 1 - HOTEL RAW WASTEWATER
LOFT UNITS GREYWATER (SHOWERS, SPA, LAUNDRY)
POTABLE 1-STORY UNITS STORMWATER/RAINWATER
WATER WELL(S) TREEHOUSE UNITS
SURFACE WATER POTABLE WATER 2-STORY UNITS
3 TREATMENT SYSTEM RECYCLED WATER CAVE UNITS
HOTEL AND WINE CAVE
NON-POTABLE WATER POOL BAR CLIENT:

LANDSCAPING PRIMARY AND SECONDARY TREATED WASTEWATER DISPOSAL BENJAMIN HERRMANN
WASTEWATER TREATMENT (LEACHFIELDS) ALTAI ADVISORS AG
ISLAND 2 - CONFERENCE CENTER [email protected]
TREATED WASTEWATER AND RESIDENTIAL
(TITLE 22)
RESTAURANT/BAR
4 RECYCLED WATER SPA
STORAGE WELLNESS CENTER
1 BEDROOM RESIDENCES
POTABLE WATER 2 BEDROOM RESIDENCES SANITARY SEWER SPA GREYWATER POLISHING WETLAND FILTRATION & RECYCLED WATER
RECYCLED WATER DELUXE RESIDENCES GREYWATER TREATMENT SYSTEM (ISLAND 2) DISINFECTION (TOILET FLUSHING)
PRESIDENTIAL RESIDENCE NON-POTABLE REUSE
5 (FIRE WATER & IRRIGATION)
LANDSCAPING
NON-POTABLE WATER
PARKING AREA
6 POTABLE WATER PROJECT TITLE:
PARKING LOT ATTENDANT RESTROOM
TREATED WASTEWATER MILLER'S LODGE
(NON-POTABLE REUSE) LANDSCAPING
WATER AND WASTEWATER FACILITY DESIGN
7 ROADHOUSE AREA 46325 ARROYO SECO ROAD
GREENFIELD, CA 93927
RESTAURANT/BAR
STORMWATER/RAINWATER POTABLE WATER SANITARY SEWER LAUNDRY POLISHING WETLAND FILTRATION & RECYCLED WATER
(TBD) RECYCLED WATER LANDSCAPING GREYWATER GREYWATER (ROADHOUSE AREA) DISINFECTION (TOILET FLUSHING)
TREATMENT SYSTEM NON-POTABLE REUSE
8 NON-POTABLE WATER (FIRE WATER & IRRIGATION)

S:\Projects\21625 Millers Lodge Facility Design\CAD\FCE_Millers Lodge_IWRM Schematic.dwg, 1/11/2017 10:00:52 AM, ANSI full bleed D (34.00 x 22.00 Inches) NON-POTABLE PROPGLROETSS
WATER WELL(S)

9

FIRE WATER AND DRAWN BY: SL
IRRIGATION WATER
CHECKED BY: PHH
STORAGE
DATE: JANUARY 2017
10
JOB NO: 21625
1 PRELIMINARY INTEGRATED WATER RESOURCES MANAGEMENT SCHEMATIC
NTS

PROJECT Miller’s Lodge TITLE Technical Designs D A T E 08 02 2017 SCALE: AS SHOWN
& Data
SHEET:
Water Resource
Santa Lucia Highlands, CA Management 53

OF

7

AB C DE FG H I J KL MN O

1 WASTEWATER SYSTEM SETBACKS (FT) LEGEND: 0 100' 200' FIRE WATER & IRRIGATION DOMESTIC WATER STORAGE SHEET TITLE:
SCALE: 1" = 100' @ 22"X34" WATER STORAGE AND AND BOOSTER PUMP SYSTEM
FEATURE SEPTIC TANK LEACHFIELD (E) CONTOUR FIRE PUMP SYSTEM PRELIMINARY INTEGRATED
(E) TOP OF BANK SURFACE WATER WATER RESOURCES
BUILDING 5 10 (E) PROPERTY BOUNDARY PRIMARY AND SECONDARY TREATMENT SYSTEM MANAGEMENT PLAN
(E) ROAD WASTEWATER TREATMENT
PROPERTY LINE 5 10 ROAD - EDGE OF PAVEMENT
10-YEAR FLOOD ELEVATION
DOMESTIC WATER WELL 100 100 WASTEWATER SETBACK
POTABLE WATER
DOMESTIC WATER LINE 10 10 RECYCLED WATER (TOILET FLUSHING)
NON-POTABLE WATER
2 WATERCOURSE 100 100 TREATED WASTEWATER
LARGE TREES 10 10 RAW WASTEWATER
GREYWATER (SHOWERS, SPA, LAUNDRY)
SWIMMING POOL 25 25 STORMWATER/RAINWATER
BUILDING
DOWNHILL EMBANKMENT 25 50 WETLAND
(E) TREE WITH SETBACK
FLOW ARROW

3 ARROYO SECO ROAD

RECYCLED WATER WAREHOUSE ROAD HOUSE LAUNDRY GREYWATER CLIENT:
STORAGE FILTRATION & DISINFECTION TREATMENT SYSTEM
WASTEWATER BENJAMIN HERRMANN
POLISHING WETLAND WASTEWATER LIFT STATION ALTAI ADVISORS AG
(WASTEWATER TREATMENT) LIFT STATION [email protected]
GUESTROOMS
4

ARROYO SECO ROAD TOP OF BANK (TYP)

5 WASTEWATER 10-YEAR FLOOD ELEV. (TYP)
LIFT STATION GUESTROOMS
TREATED WASTEWATER LANDSCAPE IRRIGATION GUESTROOMS
DISPOSAL AREAS (LEACHFIELDS) (SSD DISPERSAL NON-POTABLE REUSE)

RECYCLED WATER STORAGE ARROYO SECO RIVER POOL PROJECT TITLE:
WELL SITE A HOTEL
FILTRATION & DISINFECTION MILLER'S LODGE

6 POLISHING WETLAND WATER AND WASTEWATER FACILITY DESIGN
(WASTEWATER TREATMENT) 46325 ARROYO SECO ROAD
GREENFIELD, CA 93927
RESERVE WASTEWATER TREEHOUSE GUESTROOMS GUESTROOMS
DISPOSAL AREAS UNITS RESERVE WASTEWATER
DISPOSAL AREAS WELL SITE C
S:\Projects\21625 Millers Lodge Facility Design\CAD\FCE_Millers Lodge_IWRM Plan.dwg, 1/11/2017 10:03:43 AM, ANSI full bleed D (34.00 x 22.00 Inches) CAVE UNITS LANDSCAPE IRRIGATION
(SSD DISPERSAL NON-POTABLE REUSE)
RESTAURANT7 RESERVE WASTEWATER TREATED WASTEWATER
WELLNESS DISPOSAL AREAS DISPOSAL AREAS (LEACHFIELDS)
CONFERENCE
CENTERCENTERPOOL
RESIDENTIAL UNITS
LANDSCAPE IRRIGATION
(SSD DISPERSAL NON-POTABLE REUSE)

8
SPA

POOL POOL RESIDENTIAL UNITS WASTEWATER
LIFT STATION

SPA GREYWATER PROPGLROETSS
TREATMENT SYSTEM

9 WELL SITE B

10 DRAWN BY:

1 PRELIMINARY INTEGRATED WATER RESOURCES MANAGEMENT PLAN CHECKED BY: P
SCALE: 1" = 100' @ 22"X34"
DATE: JANUARY 20

JOB NO: 216

PROJECT Miller’s Lodge TITLE Technical Designs D A T E 08 02 2017 SCALE: AS SHOW
& Data
Santa Lucia Highlands, CA SHEET:
Water Resource
Management 54

OF

PROJECT Miller’s Lodge TITLE Technical Designs DATE 08 02 2017
& Data
Santa Lucia Highlands, CA 55
Hydology Model With New
Bridge

T I T L E Technical DesignsDRAFTP R O J E C T Miller’sLodgeD A T E 08 02 2017
& Data
Santa Lucia Highlands, CA 56
Bridge Design

Parking Evaluation Summary for Miller Lodge

Anticipated Parking Demand

County's Parking Requirement (Based on ITE Parking Generation Manual)

Proposed Uses Size units Code Spaces Land Use Rates Spaces

Hotel 100
30
Guest rooms 100 rooms 1 space/guest room 100.0
45 employees 20
Employees 2 spaces/3 employees on largest 30.0 40
shift plus other requirements 12
20.0 35
Hotel Service Facilities 5,000 s.f. 1 spaces/250 square feet 40.0 100
Retail 160 seats 1 space/4 seats 12.3 337
37 seats 1 space/3 seats 35.0
Restaurant 100.0
Bar 1,750 s.f. 1 space/50 square feet
5,000 s.f. 1 space/50 square feet
Cocktail Lounge
Spa Resort Hotel (330) 1.29 vehicles per occupied room 130

Hotel Total

Convention Center/Meeting Hall 10,675 s.f. 1 space/50 square feet 213.5 214 Convention Center (595) 0.3 vehicles per attendee 1 261

Residential 4 units 1.5 spaces/1-bedroom unit 6.0 6
One Bedroom 3 units 2 spaces/2-bedroom unit 6.0
Two Bedroom 3 units 2.2 spaces/3 or 3+ bedroom unit 6.6 6
Deluxe 1 units 2.2 spaces/3 or 3+ bedroom unit 2.2
1 guest parking / 4 units 2.8 7
Presidential (3 Bedroom) 11 units
Guest 2

Residential Total 3

24 Low/Mid-Rise Apartment (221) 1.23 vehicles per dwelling unit 14

Total number of parking spaces 575 404

Notes:
1. Based on Average Peak Period Parking Demand for Hotel (Land Use: 310) in Suburban on a Saturday. It was assumed that the hotel will be 100% occupied.
2. Based on Average Peak Period Parking Demand for High‐Turnover (Sit‐Down) Restaurant with Bar or Lounge on a Saturday in Suburban. 
3. Converted the square footage to number of attendee based on a survey that Hexagon conducted at Juniper Hotel in Cupertino. 
Based on the information provided, Juniper Hotel has a total of 4,263 sq ft of meeting space which accommodates between 300‐400 attendee. 
It is translated to 0.08 attendee per square foot, which was used to estimate the number of attendee that the 10,675 square foot of meeting hall can accommodate.
3. Based on shared parking analysis among Hotel, Restaurant, and Convention Center, the totel number of required parking spaces will be reduced to 471.

PROJECT Miller’s Lodge T I T L E Technical Designs D A T E 08 02 2017
& Data
Santa Lucia Highlands, CA 57
Parking Stall Count

CREDITS

301 Lighthouse Avenue, Suite C m 831 649 1799 2004 New Brunswick Drive m 831 576 2701
San Mateo, CA 94402
Altai Advisors Ltd. Monterey, CA 93940 f 831 649 8399

Falkenstrasse 4 )$//&5((.(1*,1((5,1*,1& 509 Swift Street, Unit A m 831 576 2701
CH-8008 Zurich Santa Cruz, CA 95060
Switzerland &,9,/‡(19,5210(17$/‡:$7(55(6285&((1*,1((5,1*
[email protected]
1525 Seabright Avenue m 831 426 90546($%5,*+7$9(6$17$&58=&$Ã7(/
3145 Mueller Road :::)$//&5((.(1*,1((5,1*&20
Sebastopol, CA 95472
Santa Cruz, CA 95062

3153 Redwood Drive m 831 334 2237 539 Byrant Street, Suite 100 m 415 356 3800 9699 Blue Larkspur Lane, Suite 105 m 831 649 5225
Aptos, CA 95003 San Francisco, CA 94107-1269 f 415 356 3806
Monterey, CA 93940 f 831 373 5065

http://miller.rightreat.com
[email protected]
+1 (650) 252-0998

P R O J E C T Miller’s Lodge T I T L E Credits & Contact D A T E 08 02 2017

Santa Lucia Highlands, CA 59