Colony Park - Southern California Youth Alliance | …socalyouthalliance.com/wp-content/uploads/2016/01/Colony-Park... · Colony Park COLONY PARK RESIDENTIAL COMMUNITY ... FAA Part

Page A.1 Cover Page; Project Location; Existing Site Conditions; Project Overview

David Allen & AssociatesPost Office Box 99417San Diego, CA. 92169

0000 COLONY DRIVE NEAR WILLIAMS AVENUE LA MESA, CA. 92146

PROPOSED NEW 24-UNIT RESIDENTIAL COMMUNITY

Colony Park

COLONY PARK RESIDENTIAL COMMUNITY -- 24 Units0000 Colony Drive, La Mesa, CA. 91942 (1.243 Acres)Assessor's Parcel No. 469-130-34-00. Zone R-3 Multifamily.

CONTACT PERSON -- John David Allen, CEO (619) 609-0669Southern California Youth Alliance, Inc., A 501(c)(3) Nonprofit.1821 Frankfort Street San Diego, CA. 92110

SHORT TITLEOPENING DOORS OF OPPORTUNITY

FOR SAN DIEGO YOUTH OF ALL AGES

So Cal Youth Alliance

Drawing: Page A.1 of 6

PROJECT DEVELOPERSouthern California Youth Alliance1821 Frankfort StreetSan Diego, CA. 92110www.socalyouthalliance.com

PROJECT CONSULTANTS

Project Manager, David Allen, A/B 634878; BRE 01009071

Geotechnical Consultant, Cris O'hern, C.E.G. 2397

Land Survey, John S. Coffey, L.S. 8733

FN2. California Nonprofit Public Benefit Corporation. Tax Exempt Pursuant To 26 U.S.C. §501(c)(3).

Civil Engineer, Coffey Engineering, R.C.E. 62716

Landscape Architect, Julie Howard, R.L.A. 2681

FN2

PROPERTY OWNERSLa Mesa Colony, LLC2014 Hornblend Street Suite #1San Diego, CA. 92109

FN1

FN1. A California Limited Liability Company.

Structural Engineer, Amir Miraftab, R.C.E. 69321

Electrical Engineer, John B. Bachoua, R.C.E. 19677

Chief Executive Officer, John Allen, B.S. Economics, SDSU

Legal Consulting, John P. Fukasawa, S.B. 249015

PROJECT DESIGNER

(619) [email protected]

Lot Area 54,136 S.F. (1.243 Ac.)

Zoning R-3 Multiple Unit Res.

Unit Count 24 Units

General Plan Mixed Density Res.

Unit Mix, Plan "A", 1st Floor (2 BR / 2 BA @ 921 S.F.) 8 Units

Plan "B", 2nd Floor (1 BR / 1 BA @ 735 S.F.) 8 Units

Plan "C", 2nd Floor (2 BR / 2 BA @ 945 S.F.) 8 Units

Other Outdoor Open Space (2nd Floor Decks w/ Railing) 2,424 S.F.

Parking (16) 2 BR /2 BA Units @ 2 Spaces = 32 Spaces

(8) 1 BR / 1 BA Units @ 1.5 Spaces = 12 Spaces

Total Vehicle Parking 46 Spaces

4. Based On Legal Description Per Title Documents, Prior To Application For BuildingPermits The Property Will Require A Certificate Of Compliance Pursuant To GovernmentCode §66499.35.

5. Prior To Application For Building Permits, A Voluntary Merger Of Lots 42 Through 46Will Be Required Pursuant To Government Code §§66451.10 et seq. Such Merger Shall BeRecorded And A Certified Copy Provided To The Planning Director And City Engineer.

2. This Project Will Request A Density Bonus Of 13.6% (15%) Over The OtherwiseAllowable Density Of 22 Dwelling Units Pursuant To California Government Code§65915(f)(2). All Three Density Bonus Units Will Be Affordable To Very Low IncomeHouseholds As Defined By California Health & Safety Code §50105.

3. This Project Will Request A Reduction Of Two Site Development Standards Pursuant ToCalifornia Government Code §65915(d)(2)(B). These Standards Include A Reduction OfRequired Off-Street Parking Spaces And A 4'-6" Reduction Of Front Yard Setback. BothOf These Standards Would Have The Effect Of Rendering The Project Infeasible.

15,268 S.F. (28.20%)Lot Coverage; Building Footprints

Common Useable Open Space

Asphalt Paving / Circulation

Retaining Walls

10,714 S.F. (19.79%)

4,776 S.F. (8.82%)

5,254 S.F. (9.72%)

Other (Incl. Rear Yard & Front Setback) 4,614 S.F. (8.52%)

Open Space Dedication 13,500 S.F. (25.0%)

Total Lot Coverage 54,136 S.F. (100.00%)

Setbacks; Front

Side North

Side South

Rear (West)

15'-6"

29'-5"

18'-11"

34'-0"

Guest / Visitor = 2 Spaces

1. This Project Will Request A Special Permit As Authorized By The La Mesa MunicipalCode To Allow Upgrades & Repairs To Improvements In The Public Right-Of-Way.

Total Resident Useable Outdoor Recreation Area 12,994 S.F. (541/Unit)

Resident Private Secure Storage Space 160 Cubic Ft./Unit)Recreation Building Gross Floor Area 690 S.F.

Covered Bicycle Parking 16 Spaces (.67/Unit)

Covered Motorcycle Parking 4 Spaces (.17/Unit)

Mechanical Engineer, Yat W. Lee , R.C.E. C22206

PROPERTY NORTH

STREET SCENE

PROJECT OVERVIEW

SITE DEVELOPMENT NOTES

SEE ALSO: Footnotes And Comments On Site Plan (Page A.2)

Project Finance, John Allen, Cert. Devel. Finance UCSD

DRAWING SCHEDULE

Page A.2 Site Plan; Topographic Contour Overlay; Building Footprints; Site Improvements

Page A.3 Floor Plans; First Floor And Second Floor w/ Amenities & Construction Data

Page A.4 Unit Plans "A", "B" & "C"; Recreation Building Plan; Door & Window Schedule

Page A.5 Elevations Of Habitable Structures And Recreation Building

Page A.6 Site Sections; Preliminary Retaining Wall Design

AERIAL VIEWCOURTYARD VIEW

WIL

LIA

MS

AV

EN

UE

COLONY DRIVE

MOHAWK STREET

KE

EN

Y S

TRE

ET

CO

MA

NC

HE

DR

IVE

8

MTS Trolley Line

Colony Mobile PlazaMobile Home Complex

Mohawk GardensApartment Complex

ALVARADO ROAD

MTS Trolley Line

Hillside AreaOpen Space

PROJECT

PROJECT LOCATION

Courtyard Viewpoint

xAerial Viewpoint

BUILDING #3 & PORTIONOF RECREATION BUILDINGBUILDING #2, #3 &

REAR OF REC. BLDG.

1

2

3

4

rev. 03/05/2016

LOOKING WEST

LOOKING NORTH

No Scale

1

2

3

4

R x

Colony ParkResidentialCommunity

PROPERTY SOUTHLOOKING SOUTHWEST

SITE

GENERAL NOTES

This Project Lies Within The Montgomery Field Airport Influence Zone; FAA Part 77Notification Will Be Required.

2013 California Building Code Occupancy Designation: Group "R-2" Per C.B.C. §310.4.Parking Area Beneath Habitable Space Shall Comply With C.B.C. §406.3.4.

Building Construction: Type V-B Wood-Frame, One-Hour Fire Rated (w/ Fire Sprinklers).

This Property & Project Is Situated In Flood Zone "X", Outside The .2% Chance Annual FloodPlain (Areas Of Minimal Flood Hazard) Per Firm Map Panel No. 06073C1643J Eff. 05/16/2012.No Flood Elevations Required; Finished Floor 6" Above Highest Natural Grade.

This Project Does Not Lie Within A Seismic Hazard Zone As Defined By The Alquist-PrioloEarthquake Fault Zoning Act (Public Resources Code §§2622 et seq.).

This Project Lies Within An Area Of Moderate Wildland Fire Hazard; Annual Fire MaintenanceAnd Abatement Requirements Will Be Applicable (Public Resources Code §§4125, et seq).

Existing Soil Conditions Are Moderately Expansive (Expansion Index 50) And Is Subject ToErosion, Shrink-Swell Behavior, And Surface Run-Off Potential.

Environmental Consultant, Joanne Dramko, A.I.C.P.

Traffic Consultant, Marc Mizuta, R.C.E. 67801, TR 2716

440

0 10 20

10 2

Ft.

In. 1/2

Scale 1" = 20'-0"

Site Plan40

LEGAL DESCRIPTION

WILLIAMS AVENUE

New 4.5' Sidewalkw/ Curb & GutterExtends To CurbReturn WilliamsDrive

Open Space Dedication13,500 S.F. +/- (25%)See KeyNote 13

Lot Area

Up

Up

Up

Up

Bldg. LineAbove Typ.

BLDG #26 UNITS

BLDG #3 6 UNITS

BLDG #4 6 UNITS

BLDG #16 UNITS

Open Space &Recreation Area

4,842 S.F.

CL

CL

15' SetbackLine

24'

24'

COL NY DRIVO E

CL

Concrete

Sidew

alk

Concrete Sidewalk


2,985 S.F.


2,887 S.F.

Open Space Dedication 13,500 S.F. +/- (25%)

N 22° 30' 00" W 50.00'

N 39° 1

8' 00"

W 2

8.26'

N 16° 35' 00" W 49.00'

N 07° 00' 00" E 170.00'

20.59'

N 32° 30' 00" W

39.00'

N 26° 30' 00" E 22.00'N 00° 00' 00" W 37.00'

N 48° 0

0' 00

" W 2

7.00'

N 41° 10' 24" E 194.03'

N 51° 2

1' 23

" W 1

79.51

'

120.4

9'

59.28

'

L=259.53'

R=170'

Concrete

Sidewalk

N 09° 05' 00" W 50.00'29.41'

N 11° 18' 00" E 40.00'

N 66° 30' 00" E 30.79'

SINGLE FAMILYRESIDENTIALPROPERTY

MOBILE HOME PARK

STEEP SLOPE W/ THICK VEGETATION

.045%

NOT A PART OFTHIS PROJECT




20'

40'

ROW

Project Designer: Project Developer:David Allen A/BPost Office Box 99417San Diego, CA 92169(619) 456-7622

Site Plan Page A.2 of 6

So Cal Youth Alliance1821 Frankfort StreetSan Diego, CA. 92110(619) 609-0669

Project Description:

Colony Park Res. Community

18 Jun 2015Date:

Preliminary Site Design634878

Building Footprints

On This Page...

Site Improvements w/Landscape Areas

Project Development ParametersOff-Street Parking Access/Specifications 0000 Colony Drive

La Mesa, CA 91942AP# 469-130-34-00

Conceptual Site Design

rev. 03/05/2016* Currently Inactive; Reactivation Pending

*

2.9%

2.9%

2.9%

FF 476

FF 473.5

FF 472

Ex. StormDrain

460 455 450 445 440 435 430 425430430430

429428

427

431 429 428 427 426

420

424423

422

421

419

418

426 427 428 429

417

431

465470 460 455

450

465465

465

475

475

470

476

477 478

480479

471

471473472

472

473

474

481

469

475

463

469

461

467

470

469

468

468

480

470

467

466

464463

462 461

459

458457 456

454 453

452

451 449448 447

446

470

455

450

445

440

460

465

435

444

443

442

441

439

438437

436

434

433

432

431

429

428427

426 424

423422 421

425

430

445

440

435

479

478

477476

474

468

466

464

462

445

450

455

460

465

470

440

435

430

460

465

470

475

455

450

445

450

455

460

465

435

459

458457

456

454

453

452

451

449

448

447

446

444

443

442

441

439

438

437

436

434

433

431 432

432

Parcel 1, Lots 42 Through 45, Portion Of Lot 46, InDewit Tract In The City Of La Mesa, State OfCalifornia As Per Map Thereof No. 1444 Recorded InThe Office Of The Recorder Of San Diego County.

50'

RO

W

FF 477

FF 472

FF 476

FF 477

490

486

487

488

489

Ex. SSMH

Ex. SSMH

Ex. SSMH

Ex. Sewer Main

485

482

483

484

485

470

471

472

473

474

Ex. SSMH

Ex.SSMH

1.5" HP Gas Line PerDwg. No. XXXX-X

6" A.C. Water Main PerDwg. No. XXXX-X

1

1

SINGLE FAMILYRESIDENTIALPROPERTY

Sewer Main PerDwg. No. XXXX-X

MTS Trolley Tracks

MTS Trolley Tracks

SITE PLAN KEYNOTESEncroachment On The Public Right-Of-Way By Neighboring Property Owners Observed; WidthOf Colony Drive Has Been Reduced To Substandard Dimensions. Prior To Finalizing Site DesignAdditional Survey Work And Examination Of Public Records & Deeds Will Be Needed ToDetermine The Extent Of Encroachments And Rights Of The Parties.

1

2

Ex. Brow Ditch FlowsTo S.D. System

Existing Brow Ditch Parallels Portion Of North Property Boundary. Reroute As Necessary AndProvide Subgrade Storm Drain Connection.

2

SITE PLAN LEGEND

Open Space Dedication

Storm Water Management Area

Elevation Benchmark

Direction of Vehicular Traffic

Scored Colored Concrete(Exterior)

SL Control (Vertical Control Ref.)

Direction of Surface Drainage

Finished Pavement

Top of Curb

Finished Floor

Property Line

FP

TC

FF

PL

Center LineCL

42" Cripple Wall

Site Lighting Fixture

Fire HydrantReduced-Pressure Backflow Device

400-A Main Electrical Panel

Accessible Route of Travel

Direction of Flow (Conduit)

Grass-Crete Surface

Engineered Retaining Wall

36" Catch Basin

Top of WallTW

Bottom of WallBW

PROJECT SUMMARY54,136 S.F. (1.243 Ac.)

Zoning R-3 Multiple Unit Res.

Unit Count 24 Units

General Plan Mixed Density Res.

Unit Mix, Plan "A", 1st Floor (2 BR / 2 BA @ 921 S.F.) 8 Units

Plan "B", 2nd Floor (1 BR / 1 BA @ 735 S.F.) 8 Units

Plan "C", 2nd Floor (2 BR / 2 BA @ 945 S.F.) 8 Units

Other Outdoor Open Space (2nd Floor Decks w/ Railing) 2,424 S.F.

Parking

41

Existing Sanitary Sewer Main. Maintain 6-Ft. Clearance; Cantilever Footings Lower Ret. Wall.3

3

Accessible Parking Stall & Loading Zone. Maximum Slope Of 2% In Any Direction.4

4

12'-0"

Water Service: Fire Sprinkler Meter, Master Service Meter, Reduced Pressure Backflow Preventer,4-Inch Wet Barrel Fire Hydrant w/ (2) 2-1/2" Outlets.

5

5

200-Amp Main Panel, 6 Individual Meters Typical All 4 Buildings.6

6

4'

Typ.

4' Typ.

Bldg. LineAbove Typ.

2

2

478.96

472.90

Property Corner; 3/4-Inch Iron Pipe With Disc Stamped "L.S. 2201" Offset From CornerRecord (Map 1444) S 63°36'38" E 0.32'. Land Surveyor To Set TOC Ref. Point At 478.50 MSL.

7

478.50 TCSite Ref.

7

8

8 8

8

8

8

8

8

88

8

Property Corner Monuments For Lots 42-46 Were Not Recovered Per ROS 21482 (14 June 2013).The Northerly Corner Of The Subject, And North Line Of Lot 46, Was Established By ReferenceTo MVE 22 And MVE 23 Per ROS 15888 And Deed Calls Per Document #2003-0891220 RecordedJuly 25, 2003 In Official Records.

8

Proposed New Finished Surface

Existing Spot Grade (From Survey) 460

466 Grade Countours (1 Foot Intervals)

Grade Contours (5 Foot Intervals)

Water Meter Vault

Useable Street Width &Encroachments T.B.D.Per Key Note 1

.045%

.045%

.045%

66%

66%

66%

66%

Ex. Brow Ditch FlowsTo S.D. System

Typ.

Acceptable Alternative To 120-Foot Hammerhead For Turnaround Of Fire Fighting ApparatusPer 2013 California Fire Code, Appendix "D", Figure D103.1 (Modified; Dimensions Unchanged).

9

9

9

Useable Street Width &Encroachments T.B.D.See Key Note 1

01

01

Plant & Maintain Low-Growing Shrubs To Permit Fire Truck Drive-Over.

11 Grass-Crete Surface Supports Fire Truck Loads. See Specifications In Landscape Planting Plan.

1140

39

38

37

35

34

32

31

33

36

30

29

28

27

25

24

22

21

23

26

20

19

18

17

16

15

14

13

12

11

10

2

1

3

4

5

6

7

8

9

42

FIRE LANE

43

4521

21 Fire Lane. Provide Depressed Curb Painted Red, Striped Paving & Vehicle Tow-Away Signage.

31 By Special Permit, The Project Will Request Permission To Conduct Minor Grading OperationsIn The Dedicated Open Space Area To Facilitate Construction Of Retaining Walls. The DeveloperWill Restore The Affected Area In Accordance With The City Of San Diego's Revegetation &Erosion Control Guidelines. See: San Diego Municipal Code Chapter 14, Article 2, Division 4(Landscape Standards) Beginning With §142.0401.

PRELIMINARY

31See KeyNote

2-Story

2-Story

(16) 2 BR /2 BA Units @ 2 Spaces = 32 Spaces

(8) 1 BR / 1 BA Units @ 1.5 Spaces = 12 Spaces

FN2

Total Vehicle Parking 46 Spaces

FN3 Includes 1 Handicap Van Accessible Space, 1 Standard H/C Space, & 5 On-Street Parking Spaces

Spa

2-Story

2-Story

GENERAL NOTES

6. Note Discrepancy In Land Area. Property Records Indicate Total Lot Size Of 54,132 S.F.; Surveyor'sBoundary Lines Indicate Lot Area Of 54,295 S.F.

4. Based On Legal Description Per Title Documents, Prior To Application For Building Permits TheProperty Will Require A Certificate Of Compliance Pursuant To Government Code §66499.35.

5. Prior To Application For Building Permits, A Voluntary Merger Of Lots 42 Through 46 Will BeRequired Pursuant To Government Code §§66451.10 et seq. Such Merger Shall Be Recorded And ACertified Copy Provided To The Planning Director And City Engineer.

2. This Project Will Request A Density Bonus Of 13.6% (15%) Over The Otherwise AllowableDensity Of 22 Dwelling Units Pursuant To California Government Code §65915(f)(2). All ThreeDensity Bonus Units Will Be Affordable To Very Low Income Households As Defined By Health& Safety Code §50105.

3. This Project Will Request A Reduction Of Two Site Development Standards Pursuant To CaliforniaGovernment Code §65915(d)(2)(B). These Standards Include A Reduction Of Required Off-StreetParking Spaces And A 4'-6" Reduction Of Front Yard Setback. Both Of These Standards WouldHave The Effect Of Rendering The Project Infeasible.

15,268 S.F. (28.20%)Lot Coverage; Building Footprints

Common Useable Open Space

Asphalt Paving / Circulation

Retaining Walls

10,714 S.F. (19.79%)

4,776 S.F. (8.82%)

5,254 S.F. (9.72%)

Other (Includes 4' Rear Yard & 15' Front Setback Area) 4,614 S.F. (8.52%)

Open Space Dedication 13,500 S.F. (25.0%)

Total Lot Coverage 54,136 S.F. (100.00%)

FN1

FN1 Excludes Front Yard Setback & 4' Rear Yard Area; Includes Rec. Structure & Concrete Walkways

Setbacks; Front

Side North

Side South

Rear (West)

15'-6"

29'-5"

18'-11"

34'-0" FN4

FN4 Measured From Structure Closest To Rear Property Line

29'-5"

18'-1

1"

South Property Line

RETAINING WALL NOTES

115 L.F.

North Property Line: Inner 131 L.F.Center 133 L.F.Outer 140 L.F.Total North PL 348 L.F.

Interior (West): Inner 379 L.F.Center 389 L.F.Outer 362 L.F.Total Interior 1,130 L.F.

Total Retaining Walls 1,649 L.F.

SCOPE OF RETAINING WALL CONSTRUCTION

Typical Wall Height: 10'-0"

MISCELLANEOUS SPECIFICATIONS

Construction Type: Anchor Pile w/ Timber LaggingConcrete: 560 C 3250Tiebacks Required (See Profile, Page 6)Concrete Reinforcement: Per Geotechnical Engineering Report

Con

cret

eW

alk

4'

Typ

.

41 Denotes Storm Water Management Area. This Project Will Be Subject To The Reissued NPDESPermit (No. CAS0109266, Of Which The City Of La Mesa Is A Co-Permittee) Pursuant To WaterQuality Order No. R9-2013-0001, Effective December 2015. Updated MS4 Waste DischargeRegulations Will Be Applicable And The Project Will Be Required To Prepare A ComprehensiveStorm Water Quality Management Plan.

41

41

41

41

41

31

3131

31

66%

66%

66%66%

66%

66%

66%66%

66%

66%

66%

51 Asphaltic Concrete Paving On-Site (San Diego County Standard DS-07).

51

51

51

51

.045%

.045%

.045%

.045%

44

46

61 Widen And Pave Street ROW To City Standard As Necessary.

71

61

61

61

Barricade

Existing Street Grades May RequireConstruction Of A Retaining Wall InThe ROW For Necessary Site Access

71 Extend Retaining Wall As Required To Restore The Colony Drive R.O.W. (By Special Permit).

15'-6"

Typ.

Guest / Visitor = 2 Spaces

Site Amenities

18

1

Stamped Colored Concrete At Main Project Entry.

8

NO PARKING

6

6

6

91 Tall Shrubbery Screens Carports Fom Public View.

91

91

91

1. This Project Will Request A Special Permit As Authorized By The Municipal Code Of The CityOf La Mesa To Allow Upgrades & Repairs To Improvements In The Public Right-Of-Way.

02 Bicycle Lock-Down w/ Pitched Roof Above. Accommodates 4 Bikes Per Building (.67 Per Unit).

Motorcycle Parking Pad. 3' x 8' Concrete Slab w/ Shed Roof Over. One Per Building (.17/ Unit).12

02

02 02

02

12

12

Separate Trash & Recycling Enclosures w/ Roof & Decorative Gates. Screened From Public View.22

12

12

BLDG #5RECREATION

1-Story

Concrete Patio 15' x 22'-6" (337 S.F.) w/ Spa & Built-In BBQ. Pergola Above (Not Shown).32

Recreation Building Of 690 S.F. w/ Vaulted Ceiling, Full Kitchen & Half-Bath. See Unit Plans.42

32

42

22

22

66%

66%

66%

66%

22

22

Patio

Storage

T/EBikes

M/C

Storage

Vaulted

Ceiling

Wood Deck

11' x 15' Wood Deck (165 S.F.) Cantilevers Over Retaining Walls. 42" Deck Railing Not Shown.52

52

MB

Total Resident Useable Outdoor Recreation Area 12,994 S.F. (541/Unit)

Resident Private Secure Storage Space 160 Cubic Ft./Unit)Recreation Building Gross Floor Area 690 S.F.

FN3

FN2 Does Not Include 337 S.F. Concrete Patio w/ Spa Or 165 S.F. Wood Deck w/ Leisure Furniture

Covered Bicycle Parking 16 Spaces (.67/Unit)

Covered Motorcycle Parking 4 Spaces (.17/Unit)

E.P.

55%

60%

55%

66%

66%

31

66%

66%

66%

66%

66%

NOTE: This Drawing Is A Preliminary PlanPrepared For The Purpose Of Evaluating TheFeasibility Of This Project. Grades, RetainingWall Construction, & Improvements In ThePublic Right-Of Way To Be Verified.

FF 473.5

FF 474.5

34'-0

"

R=28'

DISCLAIMER & COPYRIGHT STATEMENTThis Drawing Is A Land Use Planning And Financial Feasibility Analysis Document. This, And Any AttachedDrawing(s), Are Produced Solely For That Purpose And Not Intended For Any Use For Which A License IsRequired Pursuant To Chapter 3, Division 3, Article 1 Of The California Business & Professions Code BeginningWith §5500. Prior To Submittal Of This Drawing To The City Of La Mesa For Formal Review, This Design WorkWill Be Assigned To The Supervision And Control Of A Registered California Architect Or Professional Engineerw/ Seal & Signature Affixed When Required.This Design Work Was Produced Solely For The Benefit Of The Southern California Youth Alliance, Incorporated.Reproduction, Replication, Or Any Other Use Of This Work, In Whole Or In Part, Requires Written Permission OfAn Authorized Representative Of The SCYA. All Rights Reserved Pursuant To Title 17, United States Code.

Denotes Handicap Accessibility

Scale 1/8" = 1'-0"

Floor Plans

2nd FLOOR PLANScale 1/8" = 1'-0" Building Area = 3,397 S.F.

FLOOR PLAN KEYNOTES

1

2

3

4

6

5

7

8

9

10

1st FLOOR PLANScale 1/8" = 1'-0" Building Area = 1,842 S.F.

Framed Staircase. 14 Treads @ 12.00", 15 Rises @ 7.2" (3'-6" In Width).

Walking Deck. ICBO Approved Deck Material Over 3-Ply Built-Up Surface.

Deck Railing. Height Not To Exceed 42" Above Finished Floor.

Structural Support Column. Nominal 6" x 5" Cold-Rolled Steel 5/16" Thick Carries8" x 5-1/4" Wide Flange Steel "I" Beam. Column To Beam Connection: Shop WeldEnd Plates To Beam Web, Field Bolt Column To Beam. Detail To Follow.

5' x 7' Concrete Patio Typical Rear Ground Floor Units Each Building (4 Total).

Ceiling Mount Drive-Under 3'x4' Locking Storage Cabinets. 160 C.F. Per Unit.

Carport Area = 1,620 S.F.

Deck Area = 606 S.F.

Plant-On 2-1/2" Cold-Rolled Steel Railing Painted Black.

Walls Enclosing Exterior Staircase Shall Maintain Height Of 42" Above Stair Tread.Railings Per C.B.C. §11B-505.

In-Swinging 2 x 5 Casement Windows w/ Faux Terrace. See Unit Plans WindowSchedule.

6 0

11 Area Occupied By Structural Columns Is Not Included In Required Parking StallDimensions.

12 Solid Blocking Encloses 4-Inch Air Gap Between Stud Walls. See Unit Plans.

UNIT COUNT BY BUILDINGBUILDING 11st Floor -- Plan "A"; 2 Bedroom / 2 Bath @ 921 S.F. 2 Units2nd Floor -- Plan "B"; 1 Bedroom / 1 Bath @ 735 S.F. 2 Units

Plan "C"; 2 Bedroom / 2 Bath @ 945 S.F. 2 Units

TOTAL BUILDING 1 6 Units

13 Privacy Partitions Delineate Assigned Deck Area(s).

14

15 200-Amp Main Electrical Panel, Six Separate Meters Per Building w/ Master Meter.

16 Carport Screened From Street View w/ Tall Shrubs & Trees Per Landscape Plan.

18

Raised Masonry Planter 24" Above Finished Pavement (Building #1 & #4 Only).

FLOOR PLAN GENERAL NOTES

Building Area Totals (Above) Do Not Include 690 S.F. Recreation Building.

Exterior Door & Window Schedule Provided On Page 4 (Unit Plans).

Unit #12 (Building #2), 1 Bedroom / 1 Bath Unit, Will Be Reserved For On-Site Manager'sQuarters.

Three Units Will Be Reserved For Very Low Income Households (50% Area MedianIncome) Including (2) Two Bedroom Units And (1) One Bedroom Unit DistributedEvenly Throughout The Complex.

Two Ground Floor Units Will Be Set Aside For Handicap Persons In Compliance WithChapter 11A, California Building Code. See Site Plan.

1.

2.

3.


Floor Plans Page A.3 of 6


07 Jul 2015Date:

634878*On This Page...

1st & 2nd Floor Plans (Typ. All Buildings)

Unit Count By BuildingPrivate Space All Dwelling Units

Building Area CalculationsFloor Plan Key Notes


DISCLAIMERThis Drawing Is A Land Use Planning And Financial Feasibility Analysis Document. This,And Any Attached Drawing(s), Are Produced Solely For That Purpose And Not IntendedFor Any Use For Which A License Is Required Pursuant To Chapter 3, Division 3, Article 1Of The California Business & Professions Code Beginning With §5500.Prior To Submittal Of This Drawing To The City Of La Mesa For Formal Review AndProcessing For Building Permits, This Design Work Will Be Assigned To The SupervisionAnd Control Of A Registered California Architect Or Professional Engineer.

10 6789

Down

Up

Entry Entry

EntryEntry

Entry Entry

5 4 3 2 1

Deck Line Above

4'-6"

42'

90'

6" Curb 3' x 4' Ceiling Mount Storage

8'Clear Typical

18'

1'-9

"

2nd

Floo

rC

antil

ever

4' Concrete Walkway

1'-8

"D

eck

Can

tilev

er

Steel "I" Beam 6" Steel ColumnWelded To Columns30"x30"x24"-Deep

Column Footing w/3#6 Bars Wraparound Typ.

Both Sides Continuous

6" ConcreteCurb

BUILDING #1BUILDINGS 2, 3 & 4 IDENTICAL

SteelColumn

A

B

SteelColumn

PROJECT BUILDING AREA TOTALS

Building Area First Floor Per Structure 1,842 S.F.

3,397 S.F.Second Floor Per Structure

5,201 S.F.Subtotal Building Area Per Structure

20,916 S.F.Total Building Area Four Structures

Building Area Exterior Decks, Per Structure 606 S.F.

Total Building Area, Exterior Decks 2,424 S.F.

Building Area Carports Per Structure (Slab Only) 1,620 S.F.

Total Building Area, Carports 6,480 S.F.


Colony Park Res. CommunityPreliminary Project Design

0000 Colony DriveLa Mesa, CA 91942AP# 469-130-34-00

BUILDING 21st Floor -- Plan "A"; 2 Bedroom / 2 Bath @ 921 S.F. 2 Units2nd Floor -- Plan "B"; 1 Bedroom / 1 Bath @ 735 S.F. 2 Units



BUILDING 31st Floor -- Plan "A"; 2 Bedroom / 2 Bath @ 921 S.F. 2 Units2nd Floor -- Plan "B"; 1 Bedroom / 1 Bath @ 735 S.F. 2 Units



BUILDING 41st Floor -- Plan "A"; 2 Bedroom / 2 Bath @ 921 S.F. (Both Accessible) 2 Units2nd Floor -- Plan "B"; 1 Bedroom / 1 Bath @ 735 S.F. 2 Units



SUMMARYPlan "A"; 2 Bedroom / 2 Bath, 1st Floor Units, @ 921 S.F. 8 UnitsPlan "B"; 1 Bedroom / 1 Bath, 2nd Floor Units, @ 735 S.F. 8 UnitsPlan "C"; 2 Bedroom / 2 Bath, 2nd Floor Units, @ 945 S.F. 8 Units

TOTAL UNIT COUNT 24 Units

9

2

3

2

3

4

5

Carport Floor. 4" Thick Concrete Slab-On-Grade Per Geotechnical Report.

66

77

88

1

19

10

10

1212

131313

14

15

Private Deck 171 S.F.Typical Plan "B" Units

Private Deck 116 S.F.

86'-4 11/16"

40'-9

"4'

-8"

45'-5

"

8'-9

1/2

"6'

-6"

112 S.F.171 S.F.

921 S.F.

A

921 S.F.

735 S.F.B

735 S.F.

C931 S.F.

16

17 Open Space / Recreation Area Typical All Ground Floor Units. See Site Plan.

17 17

4

11Enhanced Construction: Framing Above First Floor Provide 2"x12" F.J. @ 12" O.C.w/ Joist Bridging @ 48" O.C. Use Simpson NCA 2x12-12 (TB20) Under 3/4"Plywood Glued & Screwed @ 6" O.C.

18 18

18

1818

19

20 20

19 Enhanced Construction: Provide 3-1/2" Steel Column At 8' O.C. In 24"x24"x18"Deep Conc. Footing w/ Glue Lam Beam Above & Type II Shear Wall With 15/32"Struct. I Shear Panel Both Sides Of Carport Wall. Screw @ 6" O.C. Typical.

20 24-Foot Wide Vehicle Back Out & 2-Way Drive Aisle Constructed Of 3" A/C Over4" Class II Road Base. See Site Plan.

4.

12

Breezeway

UNIT #1UNIT #2

UNIT #3

UNIT #4

C931 S.F.

UNIT #5

UNIT #6

2 2

4'T

yp.

3'-6" Clear

3'-6"

6" ConcreteCurb

6" Curb

6"

Recycle

21

21 48 Cubic Foot Recycle Container Within Enclosed CMU Structure. Provide StuccoColor Coat On Exterior, Custom Wood Doors, Matching Roof Above. SeparateTrash Enclosure Opposite Side. Landscape Completely Screens From Street View.

8'

22

22 3' x 8' Motorcycle Parking Pad w/ Shed Roof Above To Match Buildings. TheProject Provides Total Of 4 M/C Parking Spaces (.17 Spaces Per Unit).

23 5'-8" x 6'-2" Concrete Bicycle Parking Pad w/ Steel Locking Structure. Pitched RoofAbove To Match Buildings. Project Provides 16 Bike Spaces (.67 Per Unit).

Bike Lock

23

20 20

24'

BUILDING #2

BUILDING #1

MotorcycleParking

5.

18

Struct. I Shear PanelBoth Sides Continuous 19Struct. I Shear Panel

24 3" Cold Rolled Steel Deck Railing Painted Black. See Elevations.

2424

Buildings 2, 3 & 4 Identical

UNIT PLAN KEYNOTES

Unit PlansScale 1/4" = 1'-0"

Unit Plans Page A.4 of 6

Individual Unit Plans @ 1/4" ScaleDoor & Window Schedule

Precise Room Sizes of Each UnitDwelling Unit Exterior Dimensions

DOOR & WINDOW SCHEDULE DWELLING UNITS

EXTERIOR DOORS

WINDOWS

A

30 68x Wood Entry Door

SYM SIZE DESCRIPTION QTY REMARKS

Solid Core1

B

2 50 68x Horizontal Slider

C

40 36x

D.G. Metal Frame, Tempered

D 60 36x

E 50 x

F

30 36x

Single Hung

Single Hung

D.G. Metal Frame

D.G. Metal Frame

D.G. Metal Frame

D.G. Metal Frame

50 36x Horizontal Slider D.G. Metal Frame, Garden

50 36x D.G. Metal Frame

G D.G. Metal Frame

H

04

4 D.G. Metal Frame

40 36x0 04x

J 50 20x Single Hung D.G. Metal Frame, Obscure

ORIENTATION (S.F.)

N S E W

24

4

8

8

8

24

20

24

8

88

Single Hung

Single Hung

Single Hung

Single Hung

Single Hung

1

2

3

4

6

5

Unit Amenities

Sliding Glass Door Units 2, 8, 14 & 20 Only (All Ground Floor Units In The Rear). See Site Plan.

Window Seat 21"-Wide Typical All Plan "B" Units.

Custom In-Swinging Terrace Casement Windows w/ Faux Balcony. See Schedule.

Structural Column Per Plan. See Preliminary Specifications In Floor Plan.

Pass-Through Breakfast / Snack Bar All Units.

PLAN "C"Scale 1/4" = 1'-0"

2 Bedroom/2 Bath 945 S.F.Typical 2nd Floor Interior Units (8)

K 40 20x Fixed D.G. Metal Frame, Skylight8L 26 50x Casement, Inswing D.G. Wood Frame16

7

8

Plant-On Metal Railing Painted Black.

9 Units 19 & 20 (Ground Floor Plan "A" Units In Building 4) Designated Handicap Accessible Per Ch. 11A, CBC.

PLAN "B"Scale 1/4" = 1'-0"

1 Bedroom/1 Bath 735 S.F.Typical 2nd Floor End Units (8)

PLAN "A"Scale 1/4" = 1'-0"

2 Bedroom/2 Bath 921 S.F.Typical 1st Floor Units (8)

63 x 95Bath 1

1010 x 1 10Bedroom 1

Coats

100 x

Bedroom 2

1

100

1

68 x 87Bath 2

Linen

Lin.

126 x 1 0Living Room

3

910 x 1 8Dining Room

0108 x

Kitchen

Pantry

WH

W

D

108

Breakfast

Ref.

1 0 x 1 6Bedroom 1

41

74 x 10 6Bath 1


6

90 x

Kitchen95

70 x 75Dining Area

Linen

PantryWH

W

D

2

5 x 3 Garden Window Over Kitchen Sink All Plan "C" Units. See Schedule.

3

Breakfast

Entry

Entry

Entry

Breakfast

4

4

5

5

5

Ref.

Ref.

67 1 2 x 1 7

Bedroom 1108 x

Bedroom 2

11 0

63 x100Bath 1

70 x 87Bath 2

80 x

Kitchen1 0

74 x 1 4Dining Room

0


4

Pan. W DWH

Linen

Linen

1

1 1

Five-Foot Wheel Chair Turnaround Provided For Illustration; 2nd Floor Units Not Required To Be Accessible.

8

8

AdjoinsPlan "C"

17'-4 3/8"

8'-9

1/2

"6'

-6"

40'-9

"

25'-4"

42'-9"

11'-2

1/2

"

8'-3"

12'-9

1/2

"

24'

37'-9

"

9

10 Party Wall Construction Specifications Affect Plans "B" & "C" On Second Floor Of All Four Buildings.

0 6

10

10




Colony Park Res. Community

06 Jul 2015Date:

Preliminary Project Design634878

On This Page...



*

4-Inch Air Gap. No Common Walls.Frame Adjoining Wall Studs @ 16" O.C.Provide R-13 Insulation All Bays. Apply5/8" Type "X" Gypsum Board OneInner Surface (Fire-Taped, No Finish).Achieve Sound Transmission Class 66.

AdjoinsPlan "B"

C

B

A

See Party Wall Notes Plan "B"

Private Deck Area 171 S.F.Typical All Plan "B" Units

11'-6 1/2"

8'-4

1/2

"

Privacy Partition

Plan "C" Kitchen

4'-8

"

1 3-Ply Built Up Walking Deck Over Living Area. Finish With ICBO-Approved Surface (Dex-O-Tex Or Equal).

12 42-Inch High Deck Railing w/ 2-1/2" Cold Rolled Steel Pipe Inserts Painted Black.

1

1112

29'-1 7/8"

Plan "C" Kitchen

Plan "B" DeckPrivate Deck Area 116 S.F.(Alt. Plan "C" Units 112 S.F.)

Privacy Partition

4'M

in. T

yp.

11

8'-4

1/2

"

Min

. Typ

.4'

12

Privacy Partition

Down

13

13 4'-Wide Concrete Walkway Typical Throughout The Site.

1

1

1

2

A

B

CD

D

EE

E D

F

D

F

G

H

J

K

L

L

171 S.F.Alt. Plan "C"Deck 112 S.F.

This Drawing Is A Land Use Planning And Financial Feasibility Analysis Document. It Is Produced Solely ForThat Purpose And Not Intended For Any Use For Which A License Is Required Pursuant To Chapter 3,Division 3, Article 1 Of The California Business & Professions Code Beginning With §5500.Prior To Submittal Of This Drawing To The City Of La Mesa For Formal Review And Processing For BuildingPermits, This Design Work Will Be Assigned To The Supervision And Control Of A Registered CaliforniaArchitect Or Professional Engineer.

DISCLAIMER

RECREATION BUILDINGScale 1/4" = 1'-0" .5 Bath 690 S.F.

Common Area

DOOR & WINDOW SCHEDULE RECREATION ROOM

EXTERIOR DOORS

WINDOWS

30 68x 1-Lt. French Swing

SYM SIZE DESCRIPTION QTY REMARKS

Stain Grade, Tempered Glass3

M

F

20 40x

40 x D.G. Metal FrameG D.G. Metal Frame40 36x

ORIENTATION (S.F.)

N S E W

4

1

4

Single Hung

Single Hung

2Single Hung D.G. Metal Frame

40

N 30 20x 1Single Hung D.G. Metal Frame, Obscure

14 Concrete Staircse. 14 Treads @ 12", 15 Rises @ 7.2", 42" Clear Tread Width.

14

15 Landscaped Area Per Plan.

15

15

15

80 x

Kitchen

WH

Ref.68 x 8 0Powder

55 x 2 9

Activity Room

0

Pantry

85 x 92 Office

Vaulted

Ceiling

1

76 x 1 3Dining Area

0

6"x16" DF #1Ridge Beam 6x Post

Window Seat

1 30

Bar

9'-0

"16

'

8'-3

"

12'

4x Post 4x Post

3 3

3

3F

F

ArchedOpening

G

G

M M G

N

6x Post6xPost

41'-2"

UpperRetaining

Wall

CenterRetaining

Wall

CantileveredWoodDeck

6" x 8" Girder Typical

6x P.T. Post EmbeddedIn Retaining Wall Typ.

15'-0"

11'-0

"

2" x 12" Redwood Decking

42" Perimeter Deck Railing Not Shown

15

15

15

ConcretePatio

StorageCloset

F

G

HVAC

14'-2 1/4"

1313 4'T

ypic

al

85 x 92 Business Center

Scale 1/8" = 1'-0"

Elevations

ELEVATION KEYNOTES

ELEVATIONS GENERAL NOTESExterior 7/8" Stucco w/ Smooth Trowel Finish, All Elevations. Color: Polar White.1

Pella Brand Vertical Slide Single Hung Windows w/ Plant-On Trim. See Window Schedule (Unit Plans).2

Pair 36" One-Light French Swing Doors (Stain Grade). See Schedule In Unit Plans.3

GAF Royal Sovereign Class "A" Composition Roof Shingles.4

Exterior Staircase Design To Be Determined. 14 Treads Of 12", 15 Rises Of 7.2" w/ 42" Clear.

5

6

Pair 2 - 5 Inswinging Casement Windows.7

Custom Wrought-Iron Grill Work (Faux Balcony). Height 42" Above Finished Floor.8

Wood-Framed Deck Railing w/ 3" Cold Rolled Steel Pipe Inserts Painted Black. Height 42" A.F.F.9

Custom 36" Wood Entry Doors.10

Custom Attic Vents.

Depiction Of Concrete Slab And Footings For Illustration Purposes Only. Foundation Design T.B.D.

11

12

3' Deep Wall / Ceiling Mount Locking Storage Cabinet Continuous (Entire Carport). Height Varies.13

Retaining Wall. Additional Details & Specifications To Be Provided In A Preliminary Grading Plan (To Follow).14

Structural Steel Columns Carry 2nd Floor Building Loads. Column And Girder Notes & Specifications In Floor Plans.15

Breezeway From Carports To Dwelling Units. Maximum Slope Any Direction 2%.16

Fascia 2" x 12" Douglas Fir w/ 1" x 4" Shadow Board Over (Both Painted White).17

Groove Detail.

6 0

1. These Elevation Drawings Constitute A Preliminary Design Scheme For Purposes OfFeasibility Investigation And Determination Of Project Compliance With ApplicableRegulations. Subject To Continuing Revision.

4. Elevation Changes In Finished Floor(s) And Exterior Walkways Subject To RevisionSubsequent To Survey By Licensed Land Surveyor.

5. Single Hung Windows In Sleeping Rooms May Not Comply w/ California BuildingCode For Fire Egress And May Be Substituted w/ Horizontal Slide Equivalent.

6. Retaining Wall Design Is A Conceptual Depiction Of Presumed Construction Specs.Final Retaining Wall Design Will Be Provided By A Registered Structural EngineerAnd Subject To An Updated Geotechnical Engineering Report.

Building ElevationsExterior Building Material Specifications

Retaining Wall Concept DesignIllustration of Site Grades

2. All Four Habitable Structures Are Identical.

3. Elevation Keynotes Apply To All Elevations OfAll Four Buildings.

Garden Window. See Schedule In Unit Plans.18

7. Landscape Symbols Are Provided For Illustration Purposes Only And Should Not BeConstrued As The Developer's Commitment To Any Particular Landscape Theme.

91 Trees And Shrubbery Obscure Public View Of Trash Enclosure & CarportVehicles (Not Shown For Drawing Clarity).

02 Trash Enclosure. Recycle And Refuse In Separate Containers On Opposite Sides Of Driveway Apron.

12 Steel Gusset Of 1/4" Plate Welded To Column & Girder For Shear Strength (Enhanced Construction Specifications).

22 Wall Mount Lighting Fixture.

32 Interior Steel Columns For Additional Shear Strength Enhancement. See Floor Plan Notes & Specifications.

Elevation General Notes


Elevations Page A.5 of 6


15 Jul 2015Date:






BUILDING #1 & #5

EAST ELEVATIONScale 1/8" = 1'-0"

BUILDING #5Courtyard View

WEST ELEVATIONScale 1/8" = 1'-0"

BUILDING #5Canyon View

SOUTH ELEVATIONScale 1/8" = 1'-0"

BUILDING #5Interior Site View

NORTH ELEVATIONScale 1/8" = 1'-0"

BUILDING #5View From Patio

FF477.00

FF486.00

Typical Foundation System. 4"-ThickConcrete Slab-On-Grade Over 4" Sand Basew/ 15"x18" Concrete Footings And #4 BarsT & B Continuous. See Notes.

FF477.00

FF486.00

FF477.00FF

476.502.0%1.0% +/-

36" Concrete Swale

24'

4Roof Pitch (Typ.)12

3

Drive Aisle

WEST ELEVATIONScale 1/8" = 1'-0"

BUILDING #1View From Canyon

BUILDING #2

A/C Paving

StaircaseDesign T.B.D.

SOUTH ELEVATIONScale 1/8" = 1'-0"

BUILDING #1

View From Colony Drive

TOW477.00

Top Of MetalFence 483.00

4'

BOW467.00

F.G.

Berm

DrainSystemBeyond

10'

Wal

l Hei

ght

6'D

epth

Design Grade (BOW) 467.00

(Planting Surface)

F.G.

Whaler

TOW477.00

Drain System (If RequiredBy Geotechnical Report)

Retaining Wall w/ Anchor Pile & Timber Lagging*No Scale

TimberLagging(Facing)

Discrete Vertical Element(Soldier Pile) 7"x7"x3/8"Steel Column

Tie Rod

Anchor Pile5"x5"x1/4"Steel Column

12'

18"

F.G. Level Grade (Upper Tier)

Concrete Backfill

18" Drilled Hole

Earth Berm

8'

12" Drilled Hole

Concrete Backfill

Vine Cover Option

FF477.20

FF486.00

FF476.50

FF486.00

NORTH ELEVATIONScale 1/8" = 1'-0"

BUILDING #1Interior Site View

TOW477.00

Top Of MetalFence 483.00

4'

BOW467.00

F.G.

Berm

Dwelling Units

.08% .08%

FF477.00

Dwelling UnitsFF

477.00

FL476.55

2%

4.5'-WideSidewalk

MotorCycle

ParkingPad

4'-6"BreezewayWheel Chair Diversion

FF477.00

FF477.20 2.0%

1.0% +/-

36" Concrete Swale

24'

Roof Pitch (Typ.)12

3

Drive Aisle

BUILDING #2

A/C Paving

Staircase Design T.B.D.

EAST ELEVATIONScale 1/8" = 1'-0"

BUILDING #1View From Colony Drive

TOW477.00 FG

476.50

19'

19

Metal Fence483.00

Ret. WallSee Detail

477.00 Finished Floor

485.00 Plate Height

486.00 Finished Floor

494.00 Plate Height

499.50 Top of Ridge

7'-0

"M

in.

20

21

15

44

4

1

1

18

7

22

2

2

3

3

5

6 6

9 10

11

1212

12

13 13

13

32

32

14

14

14

16

7171

71

8122

42

42 Framed Deck Awning Over Entry Door; Typical All 2nd Floor Units.

19

52

52 4' Wide Concrete Walkway w/ Maximum Cross-Slope Of 2%. Typical Throughout The Site.

DISCLAIMERThis Drawing Is A Land Use Planning And Financial Feasibility Analysis Document. This,And Any Attached Drawing(s), Are Produced Solely For That Purpose And Not IntendedFor Any Use For Which A License Is Required Pursuant To Chapter 3, Division 3, Article 1Of The California Business & Professions Code Beginning With §5500.Prior To Submittal Of This Drawing To The City Of La Mesa For Formal Review AndProcessing For Building Permits, This Design Work Will Be Assigned To The SupervisionAnd Control Of A Registered California Architect Or Professional Engineer.

4

4

1 22

1

BUILDING #1

BUILDING #5

WILLIAMS AVE.

COLNY

DRIVO

E1

2

3

4

5

76

8

MAP KEY #5

ELEVATION KEY

No Scale

MOBILE HOMES

SFR

SFR

#1

#2#3

#4

#5OPEN

SPACE

TROLLEYR.O.W.

MAP KEY #6

MAP KEY #7 MAP KEY #8

MAP KEY #1

MAP KEY #2MAP KEY #3

MAP KEY #4

RECREATION BUILDING

8. Structural Engineering Components Depicted In This Drawing Are Based In ConceptTo Demonstrate The Developer's Intent To Provide A Margin Of Safety For ThisTuck-Under Parking Design. Final Structural Engineering Design Will Be ProvidedBy A Registered Structural Engineer.

FF474.50

Wood Deck CantileversOver Retaining Walls

TOW473.50 Outer Column

Extends To CenterWall TOW 461.00

11'-0"

2

2

62 HVAC Equipment.

26

72 Locking Storage Room (64 Cubic Feet).

72

4'Typical

11' x 15' Wood Deck Not Shown

15'-2"Concrete Patio

Concrete Walkway OnCourtyard Perimeter

4'Access Walk

26

FF474.50

8' 10'-1

0"

Plat

e Rid

ge

FF474.50

4-Person Spa

6' C.M.U.Privacy Wall

LandscapeScreens Bathers

From View

FULLY ACCESSIBLE

28

82 Water Heater Cabinet.

6x ColumnTypical

42"

Canyon

Canyon

42"

12

Roof Pitch (Typ.)12

3

NO SCALE

This Design Work Was Produced Solely For The Benefit Of The Southern California YouthAlliance. Reproduction, Replication, Or Any Other Use Of This Work, In Whole Or InPart, Requires Written Permission Of An Authorized Representative.All Rights Reserved Pursuant To Title 17, United States Code.

COPYRIGHT STATEMENT

*May Require Adjustment of Bottom of Walls -- See Site Plan

Preliminary Conceptual Design

42

19

BUILDINGS 2, 3 & 4 IDENTICAL

FF486.00

FG 444.00(Existing)

TOW 456.00

BOW 446.00

Design Grade 458.50BOW 457.50

TOW 467.50

BOW 469.00

TOW 477.00

10' Wall

10' Wall

8' Wall

46'

FG 460.00

FF

477.00FF

477.00

6Fence 483.00

FF

486.00

TOC

478.50 FL

478.00

4.2%

2.0%FG

476.50

(2) Rises Of 7.25"

NOTE: If This Entry Is Required To BeH/C Accessible, A Ramp Will Be ProvidedIn The Front Setback Landscaped Area

Flat 4'-Wide Concrete Walk w/2%Cross-Slope Extends To Staircase

40'

0.5%

No ParkingThis Side OfColony Drive

8'On-Street Parking

27'-0"2-Way Vehicular Traffic

5'-0"

Sidewalk & Curb

22'-4 1/2"

Design Grade 470.00

4'

TOC

478.703" A/C Over 4" Class "2" Base

0.5%

May Be Reduced To 24'-0"

R.O.W.

PL

SECTION A-A

Design Grade 447.00

NOTE: Building Setback From UpperRetaining Wall May Be Increased To 6'-0"While Maintaining 4'-0" Setback FromSewer Main C/L With 2'-0" Lot Line LineAdjustment On West Boundary

FG

476.50

18% +/-

Minor Grading Operations In O/SArea. Revegetate After Construction OfRetaining Walls.

C/B To Subgrade Drainage System

From County of San Diego LID Manual:"Bioswales are shallow, open channels with gently sloping sides that can beincorporated into landscapes to direct flow, slow runoff and promotepollutant removal. Vegetation planted within the channel, such as nativeplants or grasses, helps to slow the flow of water and filter out pollutants..."

4'New Bioswale

(Ex.) 25.5%

(Ex.) 25.5%

10'

Wal

l Hei

ght

6'D

epth

BOW 446.00

F.G.

Whaler

TOW456.00

Drain System (If RequiredBy Geotechnical Engineer)

Retaining Wall w/ Anchor Pile & Timber Lagging*No Scale

TimberLagging(Facing)

Discrete Vertical Element(Soldier Pile) 7"x7"x3/8"Steel Column

Tie Rod

Anchor Pile5"x5"x1/4"Steel Column

12'

18"

F.G.

Concrete Backfill

18" Drilled Hole

8'

12" Drilled Hole

Concrete Backfill

Vine Cover Option

Design Grade 447.00

66% Typ.

WILLIAMS AVENUE

COLNY

DRIVO

E1

2

4

5

76

8

SECTION KEY

No Scale

MOBILE HOMES

SFR

SFR

#1

#2#3

#4

#5OPEN

SPACE

TROLLEYR.O.W.

NO SCALE

A--

A--

B --

B

Existing Grade

Existing Grade

Existing Grade

TOW 459.50BOW 461.00

TOW 471.00

FF

472.00FF

472.00

6

Fence 477.00

FF

481.00

TOC 471.70FL 471.20

0.5%2.0%FG

471.50

Flat 4'-Wide Concrete Walk w/2%Cross-Slope Extends To Staircase

40'

0.5%

No ParkingThis Side OfColony Drive

8'On-Street Parking

27'-0"2-Way Vehicular Traffic

5'-0"

Sidewalk & Curb

22'-4 1/2"

Design Grade 462.00

4'

TRAILER PARKPROPERTY

TOC

472.503" A/C Over 4" Class "2" Base

0.5%

May Be Reduced To 24'-0"

R.O.W.

PL

SECTION B-B

NOTE: Building Setback From Upper RetainingWall May Be Increased To 6'-0" While Maintaining4'-0" Setback From Sewer Main C/L With 2'-0" LotLine Line Adjustment On West Boundary

FG

471.00

49%

C/B To Subgrade Drainage System

Existing Grade Scale 1/8" = 1'-0"

Scale 1/8" = 1'-0"

10' Wall


10' Wall

TOW 448.00


12' Wall

31'-0" 29'

Extent Of WesternmostContour Lines ProvidedOn Topographic Map FG

429.00

24%

FG422.00

Finished Grade As Low As 417.00Nearby Will Not Preclude This SiteDesign; However, A ComprehensiveDrainage Management Plan Is Needed.

See Retaining Wall ConstructionDetail Provided In Section A-A

Scale 1/8" = 1'-0"

Site Sections


Site Sections Page A.6 of 6


03 Aug 2015Date:


Section Drawings Near North & South PL

Retaining Wall Concept Plan & Detail

* Currently Inactive; Reactivation Pending




Concept; Subject To Engineering Review

Site Section Key Map

Footing Extends 24" Below Adjacent Grade

Street Width, Required Parkway, And Other Design Issues T.B.D.

Street Width, Required Parkway, And Other Design Issues T.B.D.

TRAILER PARKPROPERTY

ADJOINING PARCEL TO THE WEST (BLOCK 10)

ADJOINING PARCEL TO THE WEST (BLOCK 10)

Landscaped Area

24%

4'Typ.

Existing Grade

Existing Grade

Minor Grading Operations In O/SArea. Revegetate After ConstructionOf Retaining Walls.

(Existing)

PL PL

PL

PL

NOTE: THESE SECTION DRAWINGS REFLECT MINORREVISIONS TO RETAINING WALL SPECIFICATIONS THATARE SLIGHTLY DIFFERENT FROM PRINTED SITE PLAN.

4' Typ.

rev. 03/05/2016