HomeMy WebLinkAbout0005_6_PA 2021-02 - Exhibit E - Design Review PackageABBREVIATIONS
CER.
CLR.
C.M.U.
C/J
CLG.
CONTR.
COL.
CONC.
CONN.
CONSTR.
DET.
D/F
D
DIA.
DIM.
ELEC.
EL
E.P.
EQUIP.
EXIST.
EXT.
ELECTRICAL
ELEVATION
ELECTRICAL PANEL
EQUIPMENT
EXTERIOR
EXISTING
N.I.C.
NO.
NOM.
N.T.S.
DOUGLAS FIR
DIAMETER
DIMENSION
DETAIL
MUL.
MTD.
LT.
MFR.
MECH.
NOT IN CONTRACT
NOT TO SCALE
NUMBER
NOMINAL
W/
WD.
MANUFACTURER
MULLION
MOUNTED
LIGHT
MECHANICAL
T.W.
TYP.
VERT.
CEILING
CONCRETE MASONRY UNIT
CONCRETE
CONNECTION
CONSTRUCTION
CONTRACTOR
DRYER
CLEAR
COLUMN
INSUL.
INT.
CEILING JOIST
CERAMIC INSULATION
INTERIOR
STOR.
STRUCT.
SHT.
SHTG.
SIM.
SPEC.
REF.
A.B.
ABV.
ACOUS
AFF
(E)
CL
EXISTING
ANCHOR BOLT
ACOUSTICAL
ABOVE FINISH FLOOR
ABOVE
CENTERLINE
P.L.
PLAS.
PLBG.
PLYWD.
O.C.
WITH
WOOD
TOP OF WALL
TYPICAL
VERTICAL
STRUCTURAL
STORAGE
SHEATHING
SPECIFICATION
SIMILAR
SHEET
REFRIGERATOR
PROPERTY LINE
PLUMBING
PLYWOOD
PLASTER
ON CENTER
C.F.C.I CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
O.F.O.I OWNER FURNISHED,
OWNER INSTALLED
O.F.C.I OWNER FURNISHED,
CONTRACTOR INSTALLED
VERF VERIFY
HTG.
H.C.
HDR.
HT.
H.M.
HORIZ.
GL.
GYP.
HEATING
HOLLOW CORE
HOLLOW METAL
HORIZONTAL
HEADER
HEIGHT
GLASS
GYPSUM
FURR.
G.C.
F.O.S.
F/S
FT.
F.O.M.
F.F.
FIN.
FIXT.
FLR.
FACE OF STUD
FINISH SURFACE
GENERAL CONTRACTOR
FACE OF MASONRY
FURRING
FOOT/FEET
FINISH FLOOR
FINISH
FIXTURE
FLOOR
T.S.TUBE STEEL
TP TEMPERED
E EXISTING
PCC PORTLAND CEMET CONCRETE
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
TITLE SHEET
T1.1
August 03, 2021
316-18-20
CITY OF LAKE ELSINORE
RILEY APARTMENTS
200 RILEY ST. & WEST HEALD AVE,
LAKE ELSINORE, CA, 92530
ARCHITECTURURAL
A1.1 SITE PLAN
A1.2 ENLARGED SITE PLAN & DETAILS
A1.3 SITE DETAILS
A1.4 SITE DETAILS
A1.5 SITE DETAILS
A1.6 TRELLIS DETAILS
A1.7 TRELLIS DETAILS
A2.1 DIMENSION PLAN-LEVEL 1
A2.2 DIMENSION PLAN-LEVEL 2
A2.3 DIMENSION PLAN-LEVEL 3
A2.4 REFERENCE PLAN - LEVEL 1
A2.5 REFERENCE PLAN - LEVEL 2
A2.6 REFERENCE PLAN - LEVEL 3
A2.7 REFLECTED CEILING PLAN-LEVEL 1
A2.8 REFLECTED CEILING PLAN-LEVEL 2
A2.9 REFLECTED CEILING PLAN-LEVEL 3
A2.10 ROOF PLAN
A2.11 ROOM FINISH SCHEDULE
A2.12 DOOR & W INDOW SCHEDULES
A2.13 DOOR & W INDOW DETAIL
A2.14 RESTROOM DETAILS & ACCESSORIES SCHEDULE
A2.15 ENLARGED PLANS -APARTMENT A1 (A2& A3 SIM.)
A2.16 ENLARGED PLANS - APARTMENT 101B (102B SIM.)
A2.17 ENL. PLANS - APARTMENT 201B (301B-302B SIM.)
A2.18 ENL. PLANS -APARTMENT 203B & 204B (303B & 304B SIM.)
A2.19 APARTMENT TYPES
A3.1 OVERALL BUILDING SECTIONS
A3.2 EXTERIOR ELEVATIONS BLDG A
A3.3 EXTERIOR ELEVATIONS BLDG B
A5.1 INTERIOR ELEVATIONS BLDG A
A5.2 INTERIOR ELEVATIONS BLDG. A
A5.3 INTERIOR ELEVATIONS BLDG. A
A5.4 INTERIOR ELEVATIONS BLDG B
A5.5 INTERIOR ELEVATION BLDG B
A5.6 INTERIOR ELEVATION BLDG B
A5.7 INTERIOR ELEVATION BLDG B
A5.8 ENLARGED STAIRS
A6.1 DETAILS
A8.1 ELEVATOR PLAN & DETAIL
A8.2 ELEVATOR PLAN & DETAIL
A9.1 PERSPECTIVES
A9.2 Unnamed
SHEET LEGEND
1. DEFFERED SUBMITTAL / SEPARATE PERMITS
THE FOLLOW ING ARE UNDER DEFERRED SUBMITTAL/SEPARATE
PERMITS, (TO BE OBTAINED AND INSTALLED BY THE GENERAL
CONTRACTOR): SYSTEM / ITEM SHALL BE DESIGNED, ENGINEERED
FOUNDATION AND BUILT BY GENERAL CONTRACTOR.
A. W OOD TRUSSES (FLOOR & ROOF)
B. ALUMAW OOD TRELLIS
C. PHOTOVOLTAIC PANELS
D. FIRE SPRINKLER SYSTEM/ FIRE ALARM DESIGNED TO MEET NFPA 13D
REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED AND
APPROVED BY THE FIRE PREVENTION BUREAU UNDER A SEPERATE
PERMIT (I.B.C. 1613 (AND ASCE 7-10 CHAPTER 10). REFER TO
SPECIFICATIONS FOR MORE REQUIREMENTS.
2.SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED
TO THE ARCHITECT AND ENGINEER OF RECORD (PROVIDED BY
GENERAL CONTRACTOR), W HO SHALL REVIEW THEM FOR GENERAL
CONFORMANCE W ITH THE DESIGN OF THE BUILDING AND PROVIDE
NOTATION INDICATING SO. THE GENERAL CONTRACTOR SHALL THEN
SUBMIT DEFERRED DOCUMENTS TO THE BUILDING OFFICIAL. THE
DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL.
THE DEFERRED SUBMITTAL ITEMS SHALL BE DESIGNED AND
ENGINEERED PER I.B.C.
DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR APPROVAL
OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE SHALL LIST THE DEFERRED SUBMITTALS ON THE
CONSTRUCTION DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL.
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO
THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE W HO
SHALL REVIEW THEM AND FORW ARD THEM TO THE BUILDING OFFICIAL
W ITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL
DOCUMENTS HAVE BEEN REVIEW ED AND FOUND TO BE IN GENERAL
CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED
SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL. [IBC 107.3.4.1)
3.GENERAL CONTRACTOR TO PROVIDE ALL BACKING/FRAMING AS
NECESSARY FOR LIGHT FIXTURES, CEILING FANS, GRAB BARS, AND
PLASTER REVEALS. THE GENERAL CONTRACTOR IS ALSO REQUIRED
TO PROVIDE BACKING AT GYPSUM BOARD NAILING SURFACES AT
EDGES, ETC.
4.CLEANOUTS INSTALLED UNDER CONCRETE OR ASPHALT PAVING SHALL BE
ACCESSIBLE BY YARD BOXES, OR EXTENDED FLUSH W ITH PAVING W ITH A
"BRASS CAP" OR OTHER APPROVED MATERIAL W HEN SUBJECT TO
VEHICULAR TRAFFIC. [TMCC 15.0.04(F)]
NOTES TO GENERAL CONTRACTOR
TITLE 24 MANDATORY MEASURES
1.INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY
MANUFACTURER TO COMPLY W ITH THE CALIFORNIA QUALITY STANDARDS FOR
INSULATING MATERIAL.
2.ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE SPREAD
RATING AND SMOKE DENSITY REQUIRMENTS OF SECTION 2603.1 AND 720 OF
TEH CBC 2019.
3.ALLEXTERIOR JOINTS AND OPENING IN THE BUILDING ENVELOP ARE
OBSERVABLE SOURCES OF LEAKAGE SHALL BE CAULKED, W EATHERSTRIPPED
OR OTHERW ISE SEALED.
4.SITE CONSTRUCTION DOORS, W INDOW S AND SKYLIGHTS SHALL BE CAULKED
BETW EEN THE UNIT AND THE BUILDING, AND SHALL BE W EATHER STRIPPED
(EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS).
5.MANUFACTURED DOORS AND W INDOWS INSTALLED SHALL HAVE INFILTRATION
RATES CERTIFIED BY THE MANUFACTURER PER C.E.C. 110.6 MANUFACTURED
FENESTRATION PRODUCTS MUST BE LABELLED U-VALUE ACCORDING TO NFRC
PROCEDURES. PROVIDE CERTIFIED COMPLIANCE FOR DOORS,W INDOWS &
INSULATION.
6.VERTICAL GLAZING SHALL HAVE U-FACTORS PER NFRC 100-OR VALUES PER
C.E.C. SECTION 110.6.2 TABLE 11.6 A OR QUALIFY FOR EXCEPTION 1& 2.
DESIGN TEAM
PROJECT INFORMATION
VICINITY MAP
LIST OF ALL APPLICABLE CODES
ALL W ORK SHALL COMPLY W ITH CURRENTLY ADOPTED :
2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.
(2018 INTERNATIONAL BUILDING CODE)
2019 CALIFORNIA RESIDENTIAL CODE (IRC), PART 2.5, TITLE 24 C.C.R.
(2018 INTERNATIONAL RESIDENTIAL CODE)
2019 CALIFORNIA ELECTRIACAL CODE (CEC), PART 3, TITLE 24 C.C.R.
(2018 NATIONAL ELECTRICAL CODE)
2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.
(2018 UNIFORM MECHANICAL CODE)
2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.
(2018 UNIFORM PLUMBING CODE)
2019 CALIFORNIA GREEN BUILDING STANDARD CODE
2019 CALIFORNIA ENERGY CODE
OWNER:
CITY OF LAKE ELSINORE,
130 SOUTH MAIN STREET
LAKE ELSINORE, CA, 92530
(951) 674-3124
(951) 674-2392
ARCHITECT:
G.V. SALTS
GVSALTS@STKINC.COM
STK ARCHITECTURE, INC.
42095 ZEVO, DRIVE, STE. A-15
TEMECULA, CA, 92590
(951) 377-6009
CIVIL ENGINEER:
LEGAL DESCRIPTION
374162036 Recorded Book/Page: MB 8/378
SUBDIVISION NAME: HEALDS RESUB
Lot/Parcel: 8 Block: 51 Tract Number:
CITY BOUNDARY: LAKE ELSINORE
STRUCTURAL
SCS STRUCTURAL COVER SHEET
SN1 STRUCTURAL GENERAL NOTES
SN2 STRUCTURAL GENERAL NOTES
SN3 STRUCTURAL GENERAL NOTES
S211 BUILDING A FOUNDATION PLAN
S212 BUILDING A 2ND FLOOR FRAMING PLAN
S213 BUILDING A ROOF FRAMING PLAN
S221 BUILDING B FOUNDATIO PLAN
S222 BUILDING B 2ND FLOOR FRAMING PLAN
S223 BUILDING B 3RD FLOOR FRAMING PAN
S224 BUILDING B ROOF FRAMING PLAN
SD1 FOUNDATION DETAILS
SD1.1 FOUNDATION DETAILS
SD2 GENERAL FRAMING DETAILS
SD3 FLOOR FRAMING DETAILS
SD4 ROOF FRAMING DETAILS
SD5 MISCELLANEOUS FRAMING DETAILS
HFX1 HFX PANEL ANCHORAGE DETAIL
HFX2 HFX FRAMING DETAIL
MECHANICAL
M0.1 MECHANICAL LEGEND, NOTES & SCHEDULES
M0.2 MECHANICAL SCHEDULE
M1.1 MECHANICAL OVERALL FLOOR PLAN
M2.1 MECHANICAL BLDG. A FLOOR PLANS
M2.2 MECHANICAL BLDG B FLOOR PLANS-LEVEL 1
M2.3 MECHANICAL BLDG B FLOOR PLANS-LEVEL 2
M2.4 MECHANICAL BLDG B FLOOR PLANS-LEVEL 3
M3.1 MECHANICAL ROOF PLAN
M4.1 MECHANICAL DETAILS
M4.2 MECHANICAL DETAILS
M5.1 MECHANICAL SPECIFICATIONS
M5.2 MECHANICAL SPECIFICATIONS CONT.
PLUMBING
P0.1 PLUMBING LEGENDS, NOTES & SCHEDULES
P0.2 PLUMBING SCHEDULES CONT.
P2.1 BLDG A PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 1
P2.2 BLDG A W ASTE & VENT FLOOR PLAN-LEVEL 1
P2.3 BLDG A PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 2
P2.4 BLDG A PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 2
P3.1 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 1
P3.2 BLDG B PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 1
P3.3 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 2
P3.4 BLDG B PLUMBING W ASTE & VENT FLOOR PLAN - LEVEL 2
P3.5 BLDG B PLUMBING DOMESTIC W ATER & GAS FLOOR PLAN -
LEVEL 3
P3.6 BLDG B PLUMBING W ASTER & VENT FLOOR PLAN - LEVEL 3
P4.1 PLUMBING ROOF PLAN
P5.1 BLDG B PLUMBING W ASTE & VENT RISER DIAGRAMS
P6.1 PLUMBING DETAILS
P6.2 PLUMBING DETAILS CONT.
P7.1 PLUMBING SPECIFICATIONS
P7.2 PLUMBING SPECIFICATIONS CONT.
ELECTRICAL
E0.1 ELECTRICAL LEGENDS & NOTES
E0.2 LUMINAIRE SCHEDULES
E0.3 SINGLE LINE DIAGRAM
E0.4 PANEL SCHEDULES
E1.1 ELECTRICAL SITE PLAN
E1.2 ELECTRICAL SITE PHOTOMETRICS
E2.1 BLDG A & B POW ER FLOOR PLANS
E2.2 BLDG A & B LIGHTING FLOOR PLANS
E2.3 BUILDING B LIGHTING PHOTOMETRICS
E3.1 ELECTRICAL DETAILS
E4.1 ELECTRICAL SPECIFICATIONS
ENGINEERING RESOURCES
OF SOUHTERN CALIFORNIA
MATT BRUDIN PE.
1861 W . REDLANDS BLVD.
REDLANDS, CA. 92373
(909) 890-1255 ext. 103
MECHANICAL/PLIMBING/ELECT. ENGINEERS:
DESIGN WEST ENGINEERING
CAROL DEVILLIER PROJECT MANAGER
412 E. VANDERBILT W AY,
SAN BERNADINO, CA, 92408
(909) 890-3700
STRUCTURAL ENGINEER:
INNOVATIVE STRUCTURAL ENGINEERING
SHANE LOTHROP
27369 VIA INDUSTRIA
TEMECULA, CA, 92590
(951) 600-0032 ext. 207
LANDSCAPE ARCHITECT:
ALHAMBRA GROUP
VINCE DI DONATA
41635 ENTERPRISE CIRCLE
NORTH, STE. C
TEMECULA, CA. 92591
(951) 296-6802
(951) 296-6803 FAX
GEOTECHNICAL:
INLAND FOUNDATION ENGINEERING, INC.
DANIEL R. LIND, P.G., C.E.G.
1310 S, SANTA FE AVE,
P.O. BOX 937,
SAN JACINTO, CA. 92581
(951) 654-1555
PROJECT ADDRESS:200 N. RILEY ST.
LAKE ELSINORE, CA, 92530
ASSESSOR'S PARCEL NO.:374-162-036-6
OWNER:CITY OF LAKE ELSINORE
130 SOUTH MAIN ST.,
LAKE ELSINORE, CA, 92530
CODE INFORMATION
LANDSCAPE
L-1 PLANTING PLAN
L-2 IRRIGATION PLAN
L-3 DETAILS ANND SPECIFICATIONS
L-4 SPECIFICATIONS
CIVIL
SHEET 1 OF 7 TITLE SHEET
SHEET 2 OF 7 DEMO PLAN & DETAILS
SHEET 3 OF 7 PRECISE GRADING PLAN
SHEET 4 OF 7 PRECISE GRADING PLAN
SHEET 5 OF 7 STREET IMPROVEMENTS PLAN
SHEET 6 OF 7 UTILITY PLAN
SHEET 7 OF 7 W ATER AND SEW ER IMPROVEMENT PLAN
U-1 UTILITY PLAN
U-2 UTILITY PLAN
TITLE SHEET
TITLE
T1.1 TITLE SHEET
T1.2 LEVEL 1 EXITING PLAN
T1.3 LEVEL 2 & 3 EXITING PLAN
ADE CONSULTING:
BUILDING & ENERGY DESIGN CONCEPTS.
VINCENT MIRANDA.
ADETITLE24@GMAIL.COM
1177 IDAHO STREET, SUITE 200,
REDLANDS, CA 92374
(909) 884-9484
(909) 307-0148 FAX
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
BUILDING DATA:
DESCRIPTION OF W ORK:2 BLDGS. 16 UNITS OF NEW APARTMENTS.
11 UNITS OF MULTI-FAMILY ADA ADAPTABLE
DW ELLINGS. W ITH 2 ADA COMPLIANT UNITS.
OCCUPANCY GROUP:R-2
TYPE OF CONSTRUCTION:
SPRINKLERED (YES/NO):YES
BUILDING HEIGHT AND BUILDING A
NO. OF STORIES:HEIGHT: 27' -2"
NO. OF STORIES: 2
BUILDING B
HEIGHT:36' -8"
NO. OF STORIES: 3
SQUARE FOOTAGE:
PRIVATE OPEN SPACES
PLAYGROUND:888 SF
BBQ/ PICNIC AREA:365 SF
LAW N AREA:875 SF
BUILDING FLOOR AREA:
BUILDING A
LEVEL 1 (3) APARTMENTS -
101A,102A, 103A (1 BD, 1 BA EA)
APARTMENT 378 SF
PATIO 159 SF
LEVEL 2 (3) APARTMENTS
201A, 202A, 203 A (2BD, 1BA EA)
APARTMENT 954 SF
(2) GARAGE PARKING
SPACES 1EA 579 SF
BUILDING A OVERALL TOTAL: 6,198 SF
BUILDING B (LEVEL 1)
(2) APARTMENTS 101B & 10B (1 BD, 1 BA EA)
(1) EXT. PARKING SPACE EA)
APARTMENT 583 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 473 SF
BUILDING B GARAGE 1,535 SF
BUILDING B LEVEL 1 TOTAL:3,602 SF
BUILDING B (LEVEL 2)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 693 SF
PATIO 186 SF
202B 757 SF
PATIO 89 SF
203B 723 SF
PATIO 89 SF
204B 693 SF
PATIO 186 SF
COMMON/ SERVICE AREAS 494 SF
BUILDING B LEVEL 2 TOTAL:3,786 SF
BUILDING B (LEVEL 3)
(4) APARTMENTS 301B, 302B, 303B & 304B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
301B 693 SF
PATIO 186 SF
302B 757 SF
PATIO 89 SF
303B 723 SF
PATIO 89 SF
304B 693 SF
PATIO 186 SF
COMMON/ SERVICE AREAS 494 SF
BUILDING B LEVEL 3 TOTAL:3,786 SF
BUILDING B OVERALL TOTAL:11,174 SF
BUILDING A & B OVERALL TOTAL:17,372 SF
2
CALL BEFOREYOUDIGUnderground Service AlertCall: TOLL FREE1-800-422-4133TWO WORKING DAYS BEFORE YOU DIGLEGENDVICINITY MAPNOT TO SCALESITEOWNER/DEVELOPERSITE DATATOPOGRAPHYDENNIS JANDA, INC.42164 REMINGTON AVETEMECULA, CA 92590PHONE: (951) 699-6874GROSS ACREAGE=23,436 S.F (0.54 ACRES)AREA OF DISTURBANCE =23,436 S.F (0.54 ACRES)CUT= 450 C.Y.FILL = 2,395 C.Y.NET = 1,945 C.Y. IMPORTCONTACT: DENNIS JANDA, PLSCITY OF LAKE ELSINORE130 S. MAIN STREETLAKE ELSINORE, CA 92530PHONE: (951) 674-3124CONTACT: GUS PAPAGOLOS GRADING NOTES1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLESTANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33.2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS.3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT(48) HOURS PRIOR TO GRADING.4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OFBEGINNING GRADING OPERATIONS.5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ONTHE PLAN.7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ONPLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70TEST METHOD.9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR ANDAPPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILSENGINEER.11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF THREE (3)FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10’), AND 2% IFCUT OR FILL IS GREATER THAN TEN FEET (10’). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5’ DEEP AND CONSTRUCTED A MINIMUMOF TWO FEET (2’) FROM THE TOP OF CUT OR FILL SLOPES.13.PROVIDE 5’ WIDE BY 1’ HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5’ HIGH.14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICHINCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.17.GRADING CERTIFICATION BY THE DEVELOPER’S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BESUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.18.THE SOILS ENGINEERING INVESTIGATION DATED DECEMBER 18, 2020 PREPARED BY INLAND FOUNDATION ENGINEERING, INC. ANDTHE ENGINEERING GEOLOGIC INVESTIGATION DATED DECEMBER 18, 2020 PREPARED BY INLAND FOUNDATION ENGINEERING, INC.,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERESPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITHRESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANYCONSTRUCTION/GRADING.21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDINGAND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30’) IN VERTICAL HEIGHT.22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRMNATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENTOF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREASAND ANY SUBSTRUCTURES.b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS.c.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.d.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.CITY OF LAKE ELSINORE25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, ATTWELVE INCHES (12”) ON CENTER. SLOPES OVER FIFTEEN FEET (15’) IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BEPLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10’) ON CENTER;TREES AT TWENTY FEET (20’) ON CENTER; COMBINATIONS FIFTEEN (FEET 15’) ON CENTER. SLOPES OVER THREE FEET (3’) INVERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIESDURING THE GRADING PROJECT.27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE INPLACE AT THE END OF EACH DAY’S ALL WORK.28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. WORK.29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEETVERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OFLAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLEFOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCHFACILITIES ARE SHOWN ON THESE PLANS.34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.35.APPROXIMATE DATE OF:BEGINNING OPERATION: _____________________COMPLETION: _____________________36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3”) WILL BE PLACED INFILLS WITHIN ROADBED AREAS OR THREE FEET (3’) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODSARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER.37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.PRIVATE ENGINEER'S NOTE TOCONTRACTORTHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THEAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTINGUTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIREDTO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ONTHESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY ANDRESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ONTHESE DRAWINGS.CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THATTHE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SANBERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THEENGINEER.CONSTRUCTION NOTES QTY TELEPHONEFIBER OPTICSCABLECHARTER CABLEVISION.6680 VIEW PARK COURTRIVERSIDE, CA 92503AT&T870 MOUNTAIN AVENUEUPLAND, CA 91786PHONE: (909) 608-1204 WATER/ SEWERELSINORE VALLEY MUNICIPALWATER DISTRICT31315 CHANEY STREETLAKE ELSINORE, CA 92530PHONE: (951) 674-3146PHONE: (951) 674-3146ELECTRICGASI3525 12TH STREETCHINO, CA 91719PHONE: (909) 613-1531SO. CALIFORNIA EDISON2244 WALNUT GROVE AVENUEROSEMEAD, CA 91770PHONE: (800) 655-4555SEMPRA ENERGYAT&T870 MOUNTAIN AVENUEUPLAND, CA 91786PHONE: (909) 608-1204INDEX OF SHEETSSHEET 1 TITLE SHEETSHEET 3 GRADING PLANSHEET 2 DEMO PLAN & DETAILSSHEET 4 GRADING PLAN71SHEET 5 STREET IMPROVEMENTS PLANCITY OF LAKE ELSINOREBENCHMARK NUMBER: A-93-13ELEV: 1384.19'DATUM: NGVD29BASIS OFBEARINGSCENTERLINE HEALD AVE.PER RS 91-5-13MB 91 Pg. 8N 70d 59' 09" WDESCRIPTIONAPN: 374-162-063; 374-162-064RECORDED BOOK/PAGE: 8/378SUBDIVSION NAME: HEALDS RESUBLOT/PARCEL: 2-P, 4-P, 6-P, 8-P; BLOCK: 51LEGALAS NOTEDMARCH 11, 2021EARTHWORKCUT= 450 C.Y.FILL = 2,395 C.Y.NET = 1,945 C.Y. FILL(UNADJUSTED)SOILS ENGINEERINLAND FOUNDATION ENGINEERING, INC.1310 S. SANTA FE AVESAN JACINTO, CA 92586PHONE: (951) 654-1555CONTACT: ALAN EVANS, PLSSHEET 6 STREET SECTIONSTITLE SHEETRILEY APARTMENTS200 RILEY STREET LAKEELSINORE, CA 92530SHEET 7 EROSION CONTROL PLAN
HEALD AVENUERILEY STREET POR BLK 51MB 8 / 378 POR BLK 51MB 8 / 378WALKWAY WALLCURB &GUTTEREXISTING BUSHES, SIDEWALK,MOW STRIP, REDWOOD HEADER,& GRAVEL TO BE REMOVED.MONUMENTS TO BE RELOCATED.EXISTING POWER POLE &GUY TO BE REMOVED-ANY EASEMENT TO BEVACATEDEXISTING BUSHES, TREES TO BE REMOVED.CLEAR & GRUB SITEEXISTING GAZEBO -PROTECT IN PLACEEXISTING CHANNEL INLETPROTECT IN PLACEEXISTING CHANNEL INLET TOBE RELOCATEDEXISTING BACKFLOWPREVENTER & METERS -PROTECT IN PLACEEXISTING STRUCTUREINTRUSION ONTOOWNERSHIPEXISTING CONCRETEAND GRAVEL TO BE REMOVEDEXISTING UTILITY POLETO BE RELOCATEDEXISTING SPEED SIGN W/SOLARPANEL TO BE RELOCATEDEXISTING SIDEWALKPROTECT IN PLACEEXISTING METERS TOBE RELOCATEDEXISTING SIDEWALKAND CURB TO BEREMOVEDEXISTING SIDEWALKTO BE REMOVED ANDREPLACEEXISTING NO PARKINGSIGN TO BE RELOCATEDEXISTING CONCRETETO BE REMOVEDEXISTING ASPHALTTO BE REMOVEDEXISTING FENCEAND BOLLARDSPROTECT IN PLACE72LEGENDCROSS GUTTER DETAILCURB CUT DETAILBOLLARD DETAILCALL BEFOREYOUDIGUnderground Service AlertCall: TOLL FREE1-800-422-4133TWO WORKING DAYS BEFORE YOU DIGCITY OF LAKE ELSINOREBENCHMARK NUMBER: A-93-13ELEV: 1384.19'DATUM: NGVD29AS NOTEDMARCH 11, 2021DETECTABLE WARNING DETAILBIORETENTION FACILITY - DETAIL "B"BIORETENTION FACILITY - DETAIL "C"DEMO PLAN & DETAILSRILEY APARTMENTS200 RILEY STREET LAKEELSINORE, CA 92530TYPE 6B WALL DETAILBIORETENTION FACILITY - DETAIL "A"
N70°59'09"W 130.01'N24°02'19"E 42.06'N19°04'21"E 186.55'N48°22'00"E 110.16'N19°00'51"E
3.00'
N70°59'09"W 17.43'
7
3RILEY STREETNOTES
A PRE-GRADING/PRECONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE
DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE
PRE-CONTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT
SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND THE UNDERGROUND
UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SHALL BE THE
GRADING PLAN-CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF PRE-CONSTRUCTION MEETING SHALL
BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE GRADING PROJECT AND TO PROVIDE
AN APPROXIMATE TIME-TABLE FOR THE OF ROUGH GRADING. ARRANGE FOR A PRE-GRADING/CONSTRUCTION
MEETING BY CALLING THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING
INSPECTIONS. CALL COUNTY DISPATCH AT (951)955-1800.
OVEREXCAVATION NOTE
OVEREXCAVATIONS SHALL BE ON THE ORDER OF 3-5 FEET TO REMOVE THE UPPER PORTIONS OF THE
EXISTING FILL & ANY TOP SOIL WITHIN THE PROPOSED BUILDING PADS. OVEREXCAVATIONS SHALL EXTEND
LATERALLY FROM THE BUILDING FOOTPRINT A DISTANCE EQUAL TO THE DEPTH OF OVEREXCAVATION OR A
MINIMUM OF THREE (3) FEET, WHICHEVER IS GREATER.
NOTES
THE EOR HAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS INCLUDING THE SOIL AND CLIMATE,
THE PROPOSED SITE DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT THE MORE
CONSERVATIVE REQUIREMENTS OF THE BUILDING CODE.
"EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED
WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL
OF THIS GRADING PLANS DO NOT INCLUDE ANY PROVISION ASSOCIATED WITH BUILDINGS"
CONSTRUCTION NOTES
SECTION E-ECALLBEFOREY
O
U
DI
GUnderground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
FOR CONTINUATION SEE SHEET 4
AS NOTED
MARCH 11, 2021
SECTION B-BSECTION A-A
PRECISE GRADING PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
S70°59'08.69"E
400.07'S19°04'21.38"W680.22'N19°04'21"E 186.55'N70°59'09"W 82.64'N48°22'00"E 110.16'RILEY STREETHEALD AVENUE
7
4
TWO WORKING DAYS BEFORE YOU DIG
SECTION C-C
NOTES
A PRE-GRADING/PRECONSTRUCTION MEETING AND SITE INSPECTION SHALL BE ARRANGED FOR BY THE SITE
DEVELOPER PRIOR TO COMMENCING GRADING OPERATIONS. THOSE PARTIES REQUIRED TO ATTEND THE
PRE-CONTRUCTION MEETING SHALL INCLUDE BUT ARE NOT LIMITED TO THE DEVELOPER, PROJECT
SUPERINTENDENT, ENGINEER OF RECORD, SOIL ENGINEER, GRADING CONTRACTOR AND THE UNDERGROUND
UTILITIES CONTRACTOR. REPRESENTING THE DEPARTMENT OF BUILDING AND SAFETY SHALL BE THE
GRADING PLAN-CHECKER AND/OR GRADING INSPECTOR. THE FOCUS OF PRE-CONSTRUCTION MEETING SHALL
BE TO DISCUSS THE VARIOUS ASPECTS AND RESPONSIBILITIES OF THE GRADING PROJECT AND TO PROVIDE
AN APPROXIMATE TIME-TABLE FOR THE OF ROUGH GRADING. ARRANGE FOR A PRE-GRADING/CONSTRUCTION
MEETING BY CALLING THE DISTRICT OFFICE RESPONSIBLE FOR PROVIDING YOUR GRADING AND BUILDING
INSPECTIONS. CALL COUNTY DISPATCH AT (951)955-1800.
OVEREXCAVATION NOTE
OVEREXCAVATIONS SHALL BE ON THE ORDER OF 3-5 FEET TO REMOVE THE UPPER PORTIONS OF THE
EXISTING FILL & ANY TOP SOIL WITHIN THE PROPOSED BUILDING PADS. OVEREXCAVATIONS SHALL EXTEND
LATERALLY FROM THE BUILDING FOOTPRINT A DISTANCE EQUAL TO THE DEPT OF OVEREXCAVATION OR A
MINIMUM OF THREE (3) FEET, WHICHEVER IS GREATER.
NOTES
THE EOR HAS DETERMINED THAT CONSIDERING THE SITE CONDITIONS INCLUDING THE SOIL AND CLIMATE,
THE PROPOSED SITE DRAINAGE SLOPES SHALL BE SATISFACTORY AND DO NOT WARRANT THE MORE
CONSERVATIVE REQUIREMENTS OF THE BUILDING CODE.
"EXCEPT FOR THE RETAINING WALLS IN CONJUNCTION WITH THIS GRADING, ALL INFORMATION ASSOCIATED
WITH BUILDINGS (INCLUDING SETBACKS AND FF ELEVATIONS) IS FOR REFERENCE ONLY AND THE APPROVAL
OF THIS GRADING PLANS DO NOT INCLUDE ANY PROVISION ASSOCIATED WITH BUILDINGS"
CONSTRUCTION NOTES
CALLB E F ORE Y
O
U
DI
GUnderground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
FOR CONTINUATION SEE SHEET 3
AS NOTED
MARCH 11, 2021
SECTION F-F
PRECISE GRADING PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
SECTION D-D
IRRIRRWALKWAY
WALLCURB &GUTTERDYH
EX. F.H.F.H.F.H.WMWMWMS19°04'21.38"W
680.22'
N19°04'21"E 186.55'
7
5
TWO WORKING DAYS BEFORE YOU DIG
STREET IMPROVEMENT CONSTRUCTION NOTES
CALLB E F ORE Y
O
U
DI
GUnderground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
AS NOTED
MARCH 11, 2021
STREET IMPROVEMENTS PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
RILEY STREET
HEALD AVENUE
SAWCUT DETAIL
TYPICAL STREET SECTION
RILEY STREET
TYPICAL STREET SECTION
RILEY STREET
7
6
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
H= 1":8'
V= 1":4'
MARCH 11, 2021
STREET SECTIONS
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
LEGEND
POR
B
L
K
5
1
MB 8
/
3
7
8
POR
B
L
K
5
1
MB 8
/
3
7
8
WALKWAYWALLCURB &
GUTTER
PROPERTY BOUNDARY
PROPERTY BOUNDARY
7
7CALLBEFOREY
O
U
DI
GUnderground Service Alert
Call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
CITY OF LAKE ELSINORE
BENCHMARK NUMBER: A-93-13
ELEV: 1384.19'
DATUM: NGVD29
AS NOTED
MARCH 11, 2021
CONSTRUCTION NOTES
STORM DRAIN INLET PROTECTION
LEGEND
HEALD AVENUERILEY STREETEROSION CONTROL PLAN
RILEY APARTMENTS
200 RILEY STREET LAKE
ELSINORE, CA 92530
Planting PlanL-1CONSULTANTS:APRIL 202242095 Zevo drive, Suite A15 Temecula, California 92590-3780Phone 951.296.9110 Email: stk@stkinc.comCITY OFLAKE ELSINOREAS NOTED RILEYAPARTMENTSREF.REF.UPUPPPPPP122'-3"
VERIFY
23'-4"VERIFY
Irrigation PlanL-2CONSULTANTS:APRIL 202242095 Zevo drive, Suite A15 Temecula, California 92590-3780Phone 951.296.9110 Email: stk@stkinc.comCITY OFLAKE ELSINOREAS NOTED RILEYAPARTMENTSREF.REF.UPUPPPPPP122'-3"
VERIFY
23'-4"VERIFY
L-3CONSULTANTS:APRIL 202242095 Zevo drive, Suite A15 Temecula, California 92590-3780Phone 951.296.9110 Email: stk@stkinc.comCITY OFLAKE ELSINOREAS NOTED10 XFS SUB-SURFACE DRIPLINE CENTER FEED LAYOUT12XFS SUB-SURFACE DRIPLINEAIR/VACUUM RELIEF VALVE KIT IN PVC HEADER11XFS SUB-SURFACE DRIPLINE BURIAL13XFS SUB-SURFACE DRIPLINE INSERT ADAPTER FOR 1" OR LARGER PVC
L-4CONSULTANTS:APRIL 202242095 Zevo drive, Suite A15 Temecula, California 92590-3780Phone 951.296.9110 Email: stk@stkinc.comCITY OFLAKE ELSINOREAS NOTED
WH
WH
WH
WH
WH
WH
WH
WH REF.
REF.
UP
UPREF.UP
REF.REF.WH
P
P
P
BLDG. 'A'
BLDG. 'B'
A3.2
4
A3.3
2
A3.3 3
A3.3
4
TRUEA3.31
P
P
A3.2
2
A3.2 3
1 2 3 4 6
A
A1
7
C1
D
xA-3.2
2
3.06 3.103.01 3.35
A1.7
4 A1.7
4
A1.6
1
3.053.051.05 3.343.33
3.01
3.04
1.031.03
A1.3 1
2
A1.3
3.43
3.43
3.43 3.43
A1.3
7
TYP.
1.04
1.04 1.041.06
1.09
1.10
N RILEY ST.W HEALD AVE.3.11
3.11
3.11
3.11
3.32
3.09
3.87
3.09
3.87
3.76
3.76
G
H
B
C
A0
5 5.1
3.25
3.87
3.76
3.94
3.93
3.71
3.71
1.08
1.08
1.07
1.07
1.07
3.43
3.43 VERIFY122' - 3"VERIFY23' - 4"ALLEY
A1.2
1
4.06
4.07
4.07
4.07
4.08
4.08
4.09
4.09
3.95
3' - 8"9' - 4"3.32
4.10
4.10
A1.3
10
TYP.
4.17
3.763.76
3.43
4.103.76
3.76
4 5
1
6
7
8
2
3
2
A1.3
TYP.
2
A1.3
TYP.
A1.4
10
TYP.
A1.4
10
TYP.
A1.4
10
TYP.9' - 3"A1.5
1
2
2
2
2
4.32
4.32
4.34
4.34
TYP.
TAG LEGEND
DOOR TAG
WINDOW TAGXX
XX
NOTE: REFER TO SHEET A2.12 & A2.13 FOR DETAILS.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
SITE PLAN
A1.1
August 03, 2021
316-18-20
SCALE
3/32" = 1'-0"1SITE PLAN
KEY NOTE
1.03 (E) MONUMENT BLOCKS TO REMAIN,
PROTECT. TYPICAL.
1.04 (E) FIRE HYDRANT TO REMAIN, PROTECT.
1.05 (E) HISTORICAL GAZEBO TO REMAIN,
PROTECT.
1.06 (E) UTLITY POLE TO REMAIN, PROTECT.
1.07 (E) HISOTRIC RIVERW ALK, PROTECT.
1.08 (E) CONCRETE DRAINS TO TEMESCAL
W ASH. VERIFY SEE CIVIL.
1.09 (E) HOUSE N.I.C.
1.10 (E) GARAGE N.I.C.
3.01 (N) FIRE HYDRANT. RELOCATE PER CIVIL.
3.04 PLAYGROUND RUBBER SOLID SURFCAE,
(NIC).
3.05 BARBECUE GRILLS (NIC).
3.06 MAILBOX.
3.09 CMU W ALL W ITH FENCE. ELEVATE ALL
CMU W ALL W ITH CIVIL DRW GS SEE
DETAIL 2/A1.3.
3.10 SCE PAD MOUNTED TRANSFORMER.
3.11 4" CONCRETE SIDEW ALK W / EXPANSION
JOINTS AT 30' O.C. AND SAW CUT
CONTROL JOINTS AT 5' O.C.
3.25 ALUMAW OOD WALKW AY TRELLIS,
SPANISH BROW N.
3.32 GATE ACCESS CONTROL, W ITH KNOX
BOX.
3.33 POST INDICATOR VALVE. SEE CIVIL.
3.34 DETECTOR CHECK SEE CIVIL.
3.35 ROLLING GATE SEE DETAIL 7/A1.3.
3.43 DETECTABLE W ARNING-3' W IDE
TRUNCATED DOMES PROVIDED PER
C.B.C. FIGURE 11B-705.1, YELLOW
COLOR.
3.71 GAS METER. SEE PLUMBING DW GS.
3.76 METAL PERSONAL GATE & FENCE.
3.87 6' HIGH ORNAMENTAL METAL FENCE.
SEE DETAIL 1/A1.4.
3.93 ADA PARKING SIGN SEE DETAIL 2/A1.2.
3.94 PRIVATE PARKING ONLY SIGN.
3.95 NOT AN ENTRANCE EXIT ONLY SIGN. SEE
DETAIL 4/A1.4.
4.06 OSHA YELLOW DIRECTIONAL ARROW S.
12" W IDE X 36" LONG (TYP.).
4.07 AC PAVING OVER CLASS 2 BASE, SEE
CIVIL & GEOTECHNICAL REPORT.
4.08 DETENTION BASIN. SEE CIVIL (TYP.).
4.09 CONNECT DRAIN TO (E) 1.08. SEE CIVIL
DWGS.
4.10 SW INGING GATE MOTOR.
4.17 OSHA YELLOW 4" STRIPES.
4.32 EV (ELECTRIC VEHICLE) CHARGING
STATION W ITH EV PARKING SIGN. SEE
ELECT'L DW GS.
4.34 CONDENSING UNITS.
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
C1 D
SITE WALL ELEVATION
2
A1.3
6"x8"x16" SLUMP BLOCK
WROUGHT IRON FENCE
6' - 0"4"2' - 0"3' - 6"PCC OVER CLASS
TWO BASE
2"x8"x16" SLUMP CAP CMU
PROPERTY LINE
1"
FOOTINGS & REINFORCING
SEE STRUCT.
NOTE:
SEE CIVIL FOR WALL HEIGHTS.
-1"SLOPE.
PLAN
12' - 4"14' - 8"P
P
6" CONC. (2500 PSI w/
#4's 24" O.C. E.W.)
6"H x 6"W CONC.
CURB
TRELLIS POST,
TYP.
DOWNSPOUT
P
ALUMAWOOD
TRELLIS &
POST
(DEFFERED
SUBMITTAL)
DOWNSPOUT14' - 5"16' - 3"6' - 0"6' - 0"6' - 0"DOUBLE SWING GATE
@ 6' WIDE EACH 26 GA MIN
WELDED TO ANGLE FRAME.
GALV. HEAVY DUTY HINGES
STOCK PLATE WITH
LOCKABLE KEEPER
6"x8"x16" SLUMP BLOCK TYP.
ALUMAWOOD TRELLIS
( DEFFERED SUBMITTAL)
3/4" DIA HEAVY DUTY GALV. CANE BOLT.
LOCATE ON INTERIOR SIDE OF GATE.4"6' - 0"3' -0".3' - 6"2"1' - 0"1' - 11"9"2' - 5"2"1' - 6"SELF CLOSING HINGE,
(MIN OF 3)
1 1/2" SQ. STL TOP & BOTTOM RAIL W/ 3/4" SQ.
STEEL BARS INFILL AT 4" O.C.
2" SQ. POST
(USE 4" POST WHERE
ACCESS CONTROL
OCCURS).
PROVIDE GALV.
EXPANDED METAL
SCREEN 5' W x 6' H ON
STRIKE SIDE OF FENCE
FOR SECURITY,
1/4" X12" X FULL
LENGTH STL. PLATE
EA. SIDE (WELD)
SEE
3
A1.4
2' - 0"(LOW) CARD READER3' - 6"FRONT VIEWSIDE VIEW
1' - 6"
1' - 0"
L9"NOTE:
KNOX BOX REQUIRED, PER FIRE DEPT. REQUIREMTNS.
PAINT OSHA
YELLOW, TYP.
2" SQ. STL TUBE FRAME & INTERMEDIATE TUBES
W/ 3/4" PICKETS AT 4" O.C..
(GALV. & POWDER COATED)
GATE NOTES:
ELECTRIC OPERATED W/ (1) 1/2 H.P. MOTOR W/ MOUSE
PROOF ENCLOSURES. SEE SPECIFICATIONS.
PROVIDE TWO SAFETY LOOPS 'INSIDE & OUTSIDE' GATE
(4' - 0" ON EACH SIDE) SET IN CONCRETE. "DO NOT SAWCUT CONCRETE".
PROVIDE EXIT LOOP AT EXIT GATE.
PROVIDE KEY PAD WITH VANDAL RESISTANT METAL BOX & KNOX RAPID
ENTRY KEY SWITCH OVERRIDE (PER FIRE DEPARTMENT REQUIREMENTS.
CONTACT FIRE DEPARTMENT FOR REQUIREMENTS.
PROVIDE TEN BUTTON REMOTE CONTROLLERS. PROGRAM BUTTONS
TO OPERATE AUTOMATIC GATES SEPARATELY.
PROVIDE GATE MOTOR W/ ADJUSTABLE AUTOMATIC TIMED
GATE CLOSING DEVICE.
MOTORIZED GATE TO COMPLY WITH PROVISIONS OF UL325.
"V" GROOVE WHEEL 2" x 4" BOTTOM RAIL
VIEW FROM INSIDE PARKING LOT
GATE MOTOR
PROVIDE GALV. EXPANDED METAL
SCREEN FOR SECURITY.
A1.3
8
TYP.
SITE WALL A1.3
2
TYP.
GUIDE POST 6' - 0"SIGNAGE PER W.L. 325 TYP.1' - 0"2' - 0"
BOTTOM TRACK TO BE 1"x1"x3/16"
ANGLE WELDED CONT. TO 1/4"x8" WIDE STL. PLATE
TO BE FULL LENGTH OF GATE. ATTACH 8" PLATE
TO CONCRTE W/ "HILTI" - KB3- 5/8"x4" LONG POWER
DRIVEN ANCHORS AT 24" O.C. STAGGERED.
(GALVANIZED)
1/8" WELD CONT.
2" STL TUBE (.12 THICK- TYP.)
WELDED TO STL PLATE W/
S.S. EXPANSION ANCHOR TO
VERTICAL STL TUBE. . PROVIDE
(2) 1 1/2" DIA. x 12" LONG
RUBBERIZED WHEEL AT EA.
STL TUBE WELDED TO 2" TUBE.
(NO FIELD WIELDING)
24' - 2"
2" SQ. STL TUBE FRAME & INTERMEDIATE TUBES
W/ 3/4" PICKET @ 4" O.C. (COLOR: BLACK).
PROVIDE BRACING AS REQUIRED.6' - 0"METAL FENCE
& GATE
GATE MOTOR
METAL FENCE
6' - 0"GATE NOTES:
ELECTRIC OPERATED W/ (1) 1/2 H.P. MOTOR W/ MOUSE
PROOF ENCLOSURES. SEE SPECIFICATIONS.
PROVIDE TWO SAFETY LOOPS 'INSIDE & OUTSIDE' GATE
(4' - 0" ON EACH SIDE) SET IN CONCRETE. "DO NOT SAWCUT CONCRETE".
PROVIDE EXIT LOOP AT EXIT GATE.
PROVIDE KEY PAD WITH VANDAL RESISTANT METAL BOX & KNOX RAPID
ENTRY KEY SWITCH OVERRIDE (PER FIRE DEPARTMENT REQUIREMENTS.
CONTACT FIRE DEPARTMENT FOR REQUIREMENTS.
PROVIDE TEN BUTTON REMOTE CONTROLLERS. PROGRAM BUTTONS
TO OPERATE AUTOMATIC GATES SEPARATELY.
PROVIDE GATE MOTOR W/ ADJUSTABLE AUTOMATIC TIMED
GATE CLOSING DEVICE.
MOTORIZED GATE TO COMPLY WITH PROVISIONS OF UL325.
PROVIDE GALV.
EXPANDED METAL SCREEN
FOR SECURITY.
6" SQ. STL. POST CONC.
FILLED W/ 18" SQ. & 36"
DEEP FOUNDATION.
GATE MOTORSIGNAGE PER W.L. 325 TYP.
GATE MOTOR ON 6"
THICK CONC. PAD.
GATE ACCESS CONTROL
WITH KNOX BOX.
ROLLING GATE
SITE WALL
FENCE 12' - 0"A1.3
5
TYP.
3"23' - 0"3"
GATE MOTOR ON 6"
THICK CONC. PAD.GATE MOTOR ON 6"
THICK CONC. PAD.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
SITE DETAILS
A1.3
August 03, 2021
316-18-20
SCALE
1 1/2" = 1'-0"2CMU WALL DETAIL
SCALE
1/4" = 1'-0"3TRASH ENCLOSURE
3/16" = 1'-0"E CANOPY PLAN
1/4" = 1'-0"D TRASH ENC. SOUTH ELLEATION
1/4" = 1'-0"C TRASH ENC. WEST ELEVATION
SCALE
3/4" = 1'-0"6PERSONNEL GATE
SCALE
1" = 1'-0"5GATE CONTROL PEDESTALSCALE
1/4" = 1'-0"7MOTORIZED ROLLING GATE
3/4" = 1'-0"8 ROLLING GATE SECTION A
3" = 1'-0"9 ROLLING GATE SECTION B
SCALE
3/8" = 1'-0"10MOTORIZED SWINGING GATE
1/4" = 1'-0"11 ROLLING GATE ENLARGED PLAN
3/8" = 1'-0"12 SW INGING GATE PLAN
2
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
REF.REF.REF.REF.REF.
REF.REF.
REF.
REF.
REF.
REF.
1
1
2
2
3
3
4
4
6
6
A
A
A1A1
7
7
C1 C1
D D
EE
FF
2' - 6"2' - 6"A1.6
1
A1.6
6
3" / 12"3" / 12"3" / 12"
3" / 12"3" / 12"3" / 12"3" / 12"3" / 12"3" / 12"3" / 12"A1.6
5
A1.7
4
3.18
3.18
3.18
3.25
37' - 4"
G G
H H
B B
C C
A0A0
5
5
5.1
5.1
3" / 12"
4.034.01
4.03
2" / 12"3" / 12"3.21
3.18
3.183.18
3.92
4 5/8" / 12"
4.02
4.04
TYP
4.01
4.01
4.01
4.01
4.01
TYP
3.18
TYP
3.213.21
RIDGE
RIDGE
RIDGE
RIDGE RIDGEHIPVALLEYVALLEYHIPHIPHIP3.92
3.92
3.92 4.01
4.01
4.01
2' - 6"
4.014.01
3.923.92
3.92 30' - 9"
30' - 9"
30' - 9"
30' - 9"
36' - 0"
30' - 9"
30' - 9"
30' - 9"
22' - 1"
27' - 8"
22' - 1"
30' - 9"
27' - 8"
22' - 1"
22' - 1"
27' - 8"
22' - 1"
22' - 1"
19' - 11"
20' - 7"
4.014.01 3" / 12"A1.7
4SIM
A1.6
5
SIM
A1.6
6SIM
A1.6
6SIM
TRUEC
C
D
D
D
E
FF
4.13
A1.4
7
TYP.2' - 11"4.30
4.30
4.30
5' - 8"
1' - 6"
2
2
2
2
A
BLDG.
ROOF
AREA
ATTIC SPACE ATTIC AREA SF. 50% UPPER
VENTILATION
REQ'D SQ.IN.
50% LOWER
VENTILATION
REQ'D SQ.IN.
TOTAL
VENTILATION
REQ'D SQ.IN.
B
UNIT A1
UNIT A2
UNIT A3
BLDG. B
1021.33 SF.
3411.93 SF.
1021.33 SF.
1021.33 SF.
491
1638
491
491
245.5
819
245.5
245.5
245.5
819
245.5
245.5
A
A
50% UPPER ROOF VENTS PROVIDED 50% LOWER ROOF VENTS PROVIDED
NO. OF
VENTS
SQ.IN. OF NFVA
FOR EACH VENT
TOTAL SQ.IN.
NFVA PROVIDED
NO. OF
VENTS
SQ.IN. OF NFVA
FOR EACH VENT
TOTAL SQ.IN.
NFVA PROVIDED
A1
A2
B
A3
3
12
3
3
3
12
3
3
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.517
86.25 SQ.IN. 129.375
86.25 SQ.IN.
86.25 SQ.IN.
86.25 SQ.IN.517
NFVA- NET FREE VENTILATION AREA
129.375
129.375
129.375
129.375
129.375
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
As indicated
ROOF PLAN
A2.10
August 03, 2021
316-18-20
SCALE
3/16" = 1'-0"1ROOF PLAN
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH BROW N
(DEFERRED SUBMITTAL).
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.92 RAIN GUTTER
4.01 DASHED LINE INDICATES EXTERIOR W ALL
LINE BELOW .
4.02 DASHED LINE INDICATES ELEVATOR
BELOW .
4.03 ATTIC VENT, PAINT. SEE ATTIC
VENTILATION CALCULATION
4.04 CEMENT PLASTER SLOPED W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
4.13 ROOF CRICKET (2X FRAMING AND
PLYW OOD).
4.30 PHOTOVOLTAIC SYSTEM. DEFFERED
SUBMITTAL.
ATTIC VENTILATION CALCULATIONS
VENTILATION PROVIDED
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
2 3
E
B
BATH 1
112 ?
?
ENTRY /
KITCHEN
108
GARAGE
110
?
?
STAIR.
109
PATIO
108A
46' - 0"6' - 8"18' - 3"21' - 1"26' - 3"
13' - 8"7' - 6"5' - 2"
7' - 6"5' - 2"46' - 0"6' - 8"10' - 5"7' - 10"21' - 1"11' - 8"3' - 8"4' - 2"10' - 5"0"9' - 2"
5' - 1" @ APT. A1
4' - 11"12' - 2"
2' - 10"8' - 0"3' - 9"8' - 0"3' - 8"
WH
3
A3.1
2 3
E
B
?
?
BEDROOM 2
214 MASTER
BEDROOM
212
?
?
BATHROOM
211
?
?
?
?
DECK
220
?
?
26' - 3"46' - 0"15' - 10"13' - 4"10' - 2"8' - 9"2' - 9"2' - 4"7' - 9"6' - 8"17' - 8"9' - 4"6' - 2"6' - 2"3' - 4"6' - 0"10' - 6" AT APT. A1
10' - 7"3' - 0"3' - 10"
3' - 0" AT APT. A1
3' - 1"5' - 9"
26' - 3"
2' - 6"11' - 1"
3' - 7"3' - 5"4' - 1"
26' - 3"
10' - 7"15' - 8"6' - 2"3' - 2"3' - 0"5' - 7"10' - 1"6' - 4"2' - 5"9' - 2"5' - 2"5' - 8"3
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENLARGED
PLANS
-APARTMENT
A1 (A2& A3 SIM.)
A2.15
August 03, 2021
316-18-20
SCALE
3/8" = 1'-0"1LEVEL 1-APARTMENT 101A (102A & 103A SIM.)SCALE
3/8" = 1'-0"2LEVEL 2-APARTMENT 201A (202A &203A SIM.)
REVISIONS
No
.Date Description
6
A
A1
B
C
A0
5 5.1
28' - 1"
18' - 9"9' - 4"28' - 2"7' - 1"10' - 8"6' - 5"5' - 0"6' - 1"7' - 1"11' - 5"5' - 2"4' - 5"12' - 3"16' - 0"7' - 1"7' - 8"3' - 0"4' - 1"13' - 5"9' - 11"4' - 2"5' - 0"8' - 2"3' - 0"17' - 3"9' - 11"3' - 6"2' - 6"4' - 9"2' - 2"2' - 6"
LIVING/ DINING
123
KITCHEN
131
BEDROOM
126
CL
125
BATH
128
PATIO
127
HALLWAY
124
CL
130
W/D
129
5' - 1"4' - 0"2' - 0"1' - 0"1
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENLARGED
PLANS -
APARTMENT
101B (102B SIM.)
A2.16
August 03, 2021
316-18-20
SCALE
3/8" = 1'-0"1LEVEL 1- BLDG.B ADA APARTMENT 101B (102B SIM.)
NOT
USED
ADA UNIT
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
6
A
A1
7
C1
B
C
A0
5 5.1
55' - 10"
1' - 1"18' - 9"36' - 0"
11' - 10"24' - 1"41' - 11"34' - 10"5' - 8"1' - 5"4"6' - 8"12' - 1"23' - 2"4"16' - 1"7' - 1"10"32' - 4"23' - 6"
32' - 4"
9' - 11"28' - 2"8' - 11"13' - 5"9' - 5"6' - 10"3' - 11"17' - 5"17' - 1"DECK
220
7' - 1"11' - 8"1' - 1"2' - 1"2
A1.5
1
A3.1
LIVING
KICTHEN
HALLWAY
LAUNDRY
BD 1 BD 2
CL CL
RR2
HVAC
KITCHEN
RR2
BD 1 BD 2
HALLWAY
CL CL
DINING
LIVING
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENL. PLANS -
APARTMENT
201B (301B-302B
SIM.)
A2.17
August 03, 2021
316-18-20
KEY NOTE
SCALE
3/8" = 1'-0"1LEVEL 2 & 3-APARTMENT 201B & 202B ADA ADAPTABLE (301B-302B SIM.)
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
WH
REF.
REF.
6 7
C1
D
E
F
3
xA-3.3
G
H
5 5.1 1
A3.1
LIVING ROOM
RR2
HALLWAY
KITCHEN
BD 2BD 1
CL CL
LAUNDRY
HVAC
?
LIVING
DINING
BD 1 BD 2
CLCL
RR2
DECK
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/8" = 1'-0"
ENL. PLANS
-APARTMENT
203B & 204B
(303B & 304B
SIM.)
A2.18
August 03, 2021
316-18-20
REVISIONS
No
.Date Description
2 04/25/2022 Revision 2
KEY NOTE
SCALE
3/8" = 1'-0"1LEVEL 2 & 3-APARTMENT 203B & 204B ADA ADAPTABLE (303B-304B SIM.)
WH
WH
WH
REF.REF.REF.WH
WH
WH
WH
WH
WH
WH
WH
REF.
REF.
WH
REF.
WH
WH
REF.
Rentable Area Legend
APARTMENT 101A
COMMON AREAS
GARAGE
PATIO/BALCONY
148 SF
PATIO/BALCONY
383 SF
APARTMENT 101A
513 SF
GARAGE
383 SF
COMMON AREAS
519 SF
GARAGE
383 SF
COMMON AREAS
519 SF
GARAGE
148 SF
PATIO/BALCONY
148 SF
PATIO/BALCONY
Rentable Area Legend
APARTMENT 201A
APARTMENT 202A
APARTMENT 203A
PATIO/BALCONY
150 SF
PATIO/BALCONY
964 SF
APARTMENT 201A
150 SF
PATIO/BALCONY
150 SF
PATIO/BALCONY
964 SF
APARTMENT 202A
964 SF
APARTMENT 203A
214 SF
PATIO/BALCONY
289 SF
COMMON AREAS
581 SF
APARTMENT 101B
1528 SF
GARAGE
Rentable Area Legend
APARTMENT 101B
APARTMENT 102B
COMMON AREAS
GARAGE
PATIO/BALCONY
575 SF
APARTMENT 102B
214 SF
PATIO/BALCONY
Rentable Area Legend
APARTMENT 201B
APARTMENT 202B
APARTMENT 203B
APARTMENT 204B
COMMON AREAS
PATIO/BALCONY
427 SF
COMMON AREAS
214 SF
PATIO/BALCONY
697 SF
APARTMENT 201B
763 SF
APARTMENT 202B
719 SF
APARTMENT 203B 105 SFPATIO/BALCONY105 SFPATIO/BALCONY697 SF
APARTMENT 204B
214 SF
PATIO/BALCONY
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
1/8" = 1'-0"
APARTMENT
TYPES
A2.19
August 03, 2021
316-18-20
SCALE
1/8" = 1'-0"1BLDG A-LEVEL 1
SCALE
1/8" = 1'-0"2BLDG A-LEVEL 2
BUILDING A
Name Area
LEVEL 1
PATIO/BALCONY 148 SF
APARTMENT 101A 383 SF
GARAGE 513 SF
LEVEL 2
PATIO/BALCONY 150 SF
APARTMENT 201A 964 SF
SCALE
1/8" = 1'-0"3BLDG B -LEVEL 1
SCALE
1/8" = 1'-0"4BLDG B -LEVEL 2 & 3
BUILDING B
Name Area
LEVEL 1
PATIO/BALCONY 214 SF
COMMON AREAS 289 SF
APARTMENT 101B 581 SF
GARAGE 1528 SF
LEVEL 2
COMMON AREAS 427 SF
PATIO/BALCONY 214 SF
APARTMENT 201B 697 SF
APARTMENT 202B 763 SF
APARTMENT 203B 719 SF
PATIO/BALCONY 105 SF
PATIO/BALCONY 105 SF
( LEVEL 3 SIMILAR)
BUILDING A
LEVEL 1 (3) APARTMENTS -
101A,102A, 103A (1 BD, 1 BA EA)
APARTMENT-ADA ADAPTABLE 384 SF
PATIO 148 SF
LEVEL 2 (3) APARTMENTS
201A, 202A, 203 A (2BD, 1BA EA)
APARTMENT 953 SF
PATIO / BALCONY 150 SF
(2) GARAGE PARKING
SPACES 1EA 507 SF
BUILDING A OVERALL TOTAL: 6,198 SF
BUILDING B (LEVEL 1)
(2) APARTMENTS 101B & 102B (1 BD, 1 BA EA)
(1) EXT. PARKING SPACE EA)
APARTMENT -ADA UNITS 581 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 289 SF
BUILDING B GARAGE 1,528 SF
BUILDING B LEVEL 1 TOTAL:3,602 SF
BUILDING B (LEVEL 2)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 697 SF
PATIO 214 SF
202B 763 SF
PATIO 105 SF
203B 719 SF
PATIO 105 SF
204B 697 SF
PATIO 214 SF
COMMON/ SERVICE AREAS 427 SF
BUILDING B LEVEL 2 TOTAL: 3,786 SF
BUILDING B (LEVEL 3)
(2) APARTMENTS 201B, 202B, & 203B (2 BD, 1 BA EA)
(1) GARAGE PARKING SPACE EA)
APARTMENT:
201B 697 SF
PATIO 227 SF
202B 763 SF
PATIO 105 SF
203B 719 SF
PATIO 105 SF
204B 697 SF
PATIO 227 SF
COMMON/ SERVICE AREAS 427 SF
BUILDING B LEVEL 3 TOTAL:3,786 SF
BUILDING B OVERALL TOTAL:11,174 SF
BUILDING A & B OVERALL TOTAL:17,372 SF
(LEVEL 3 -SIMILAR T LEVEL 2)
REVISIONS
No
.Date Description
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"
123467
LIVING
ENTRY /
KITCHEN
LIVING
BEDROOM
ENTRY/
KITCHEN
3.80 3.80 3.80
GARAGE ELEVATOR
HALLWAY
HALLWAY
HALLWAY
55.1
T,O,ROOF B
37' -4"
3.97
3.96
3
A3.1
1
A3.1
LIVING
BEDROOMPANTRY
ENTRY /
KITCHEN PANTRY PANTRYBEDROOM
LIVING KICTHEN
KITCHENLIVING
10' - 7"10' - 7"8' - 8"7' - 6"AA1C1DEF2
A3.1
GH BC A0
BATH HVAC 1 TEL. BCK BD. KITCHEN
BD 2 KITCHEN
ELEVATORHALLWAY
HALLWAY
HALLWAY
KITCHEN
KITCHEN ELECTRICAL HVAC BATH
BD 2RR2
A1.6
8
TYP.
A6.1
9
TYP.
A6.1
8
TYP.
A6.1
6
TYP.
A6.1
10
TYP.
A6.1
10
TYP.
3.97
TYP.
3.963.96
TYP.TYP.
BD 2 RR3 KITCHEN
RR2
KITCHEN RR3 BD 2OPEN
TO
LIVING
OPEN
TO
LIVING
OPEN
TO
LIVING
OPEN
TO
LIVING
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
ADE
2
A3.1
BC
BEDROOM 2
KITCHEN
GARAGE
BATH 1
PATIO
DECKDINING
2' - 6"A6.1
9
TYP.
A6.1
10
TYP.
A6.1
10
TYP.
A1.6
7
TYP.
A1.6
8
TYP.
A6.1
7
TYP.
3.803.80 3.18 3.183.22
3.80 3.62 3.63 4.14 3.80 3.79
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
OVERALL
BUILDING
SECTIONS
A3.1
August 03, 2021
316-18-20
SCALE
3/16" = 1'-0"2BLDG. A & B WEST / EAST SECTION
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH BROW N
(DEFERRED SUBMITTAL).
3.22 ALUMAW OOD TRELLIS WINDOW VISOR.
3.62 6" CONCRETE CURB.
3.63 GARAGE W IRE MESH W ALL MOUNTED
STORAGE LOCKERS.
3.79 METAL GUARDRAIL.
3.80 2x W OOD STUD FRAMING CEILING W ITH
GYP. BD.
3.96 R21 BATT INSULATION.
3.97 R38 BATT INSULATION.
4.14 BATT SOUND INSULATION, ALL INTERIOR
W ALLS (TYP).
SCALE
3/16" = 1'-0"1BLDG. B NORTH /SOUTH SECTION SCALE
3/16" = 1'-0"3BLDG. A NORTH / SOUTH SECTION
REVISIONS
No
.Date Description
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
3.22
3.273.26 3.66
3.22
TYP. TYP.
TYP. TYP.
TYP.10' - 7"1' - 1"6"9' - 0"3.92
TYP.
3.91
TYP.7' - 6" TYP5' - 0"4.22
TYP.TYP6"3.98
3.19
3.203.99
3.21
TYP.
3.90
TYP.TYP2"3.27
TYP.
4.304.30
3
A3.1
2
A3.1
3.76
3.77
4.23
4.23
3.18
2' - 0"2' - 8"2' - 9"3' - 2"2' - 5"8' - 2"12' - 8"28' - 8"13' - 10"3'
- 0"1' - 0"1' - 0"EQ EQ
3.903.90 TYP
3.99
3.71
3.19
3.19
3.98 6' - 0"4' - 7"3' - 3"9' - 4"2' - 0"3.183.79
3.26 3.91
TYP TYP
3.78
4.20 4.21
3.21
TYP
21' - 2"8' - 8"8' - 1"2' - 6"3' - 2"2' - 9"1' - 9"2' - 11"3' - 0"TYP.TYP4' - 5"7' - 6"3' - 1"3' - 4"1' - 0"4"1' - 0"1' - 3"5' - 6"4"6"5' - 6"3"3.903.90
TYP
3.19
TYP 7' - 6"3.19
3.20
3.19
3.98
TYP
TYPTYP
A1.4
8
TYP.
3.913.91
TYP.
3
A3.1
3.71
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
2
A3.1
2
A3.1
3.22
3.183.37
3.77
10' - 7"3' - 2"2' - 9"2' - 8"13' - 10"3' - 0"12' - 8"16' - 0"12' - 8"3' - 0"2' - 0"19' - 2"3.893' - 1"2' - 0"9' - 9"3' - 3"1' - 7"9' - 0"1' - 0"2' - 0"2' - 0"2' - 0"2' - 0"3.91
3.903.90 TYP
3.98
3.19
3' - 0"4.33
TYP.
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
EXTERIOR
ELEVATIONS
BLDG A
A3.2
August 03, 2021
316-18-20
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH
BROW N (DEFERRED SUBMITTAL).
3.19 CEMENT PLASTER W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
3.20 CEMENT PLASTER W ALL. BASE
ACCENT PAINT LA HABRA X-820
SILVERADO.
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.22 ALUMAWOOD TRELLIS W INDOW
VISOR.
3.26 GOOSENECK W ALL LIGHTS, SEE
ELECTRICAL.
3.27 EURO CLASSIC HAYRACK PLANTER
& NATURAL COCO LINER.
3.37 ALUMINUM PLANT TRELLIS.
3.66 GARAGE DOOR.
3.71 GAS METER. SEE PLUMBING DW GS.
3.76 METAL PERSONAL GATE & FENCE.
3.77 METAL GABLE LOUVER VENT,
PAINT.
3.78 ADDRESS CAST METAL LETTER
SIGN 12"HIGH W ITH BRAILE.
3.79 METAL GUARDRAIL.
3.89 CANLE TRELLIS SYSTEM FOR
CLIMBING PLANTS.
3.90 EXPANSION JOINT
3.91 DOW NSPOUT & SCUPPER
3.92 RAIN GUTTER
3.98 CEMENT PLASTER TRIM AND
COLUMN BASE ACCENT PAINT LA
HABRA X-434 FALLBROOK.
3.99 6"x8"x16" SLUMP BLOCK
MECHANICAL YARD W ALL.
4.20 CAST METAL LETTERS APARTMENT
UNIT SIGN 4"HIGH W ITH TACTILE
SIGNAGE BELOW .
4.21 BUILDING DESIGNATION ON
COLUMN, CAST METAL LETTER SIGN
3"HIGH.
4.22 CAST METAL LETTER SIGN 6"HIGH.
4.23 CAST METAL LETTER SIGN 18"HIGH.
4.30 PHOTOVOLTAIC SYSTEM.
DEFFERED SUBMITTAL.
4.33 (N) PARK BENCH (NIC).
SCALE
3/16" = 1'-0"2BLDG. A -EAST FACADESCALE
3/16" = 1'-0"3BLDG. A -SOUTH ELEVATION
SCALE
3/16" = 1'-0"4BLDG. A -WEST ELEVATION SCALE
3/16" = 1'-0"1BLDG. A-NORTH ELEVATION
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"
2
A3.1
2
A3.1 7' - 6"8' - 8"10' - 7"10' - 7"TYP4' - 2"TYP
8"7' - 6" TYP16' - 7"0"13' - 3"T,O,ROOF B
37' -4"
3 " / 1 2 "3" / 12"
3.213.923.19
3.20 4.223.26 3.66TYPTYP TYP TYP
3.983.19
TYP
3.91
3.903.90
4 5/8" / 12"3.98
3.19
3.913.91
3' - 2"3.90ALIGN TYP4.04
3.20
4.18
2
A1.5
1' - 0"
6"
1' - 0"
LEVEL 1
0"
LEVEL 2
10' -7"
LEVEL 3
21' -2"
T.O.PLATE
29' -10"7' - 6"29' - 10"T,O,ROOF B
37' -4"
3" / 12"
3 " / 1 2 "
3.213.92
3.18
3.79
3.91
3.27
3.26
3.20 3.20 TYP6"3.983.20
TYP
TYP
TYP
TYP
3.449"3.78
3.91
3.19
TYP
3.19
2' - 1"1' - 8"3.98
31' - 10"
4.29
4.30 4.304.30
1
A3.1
2
A3.1
2
A3.1 7' - 6"8' - 8"8' - 11"5' - 3"7' - 0"3' - 8"3' - 4"2' - 0"2"1' - 5"2"11' - 3"10' - 7"6"12' - 9"3" / 12"
3 " / 1 2 "
3 " / 1 2 "3" / 12"5' - 10"1' - 8"6' - 6"1' - 0"3.21
1' - 2"1' - 8"2' - 4"1' - 5"9"1' - 5"4' - 3"2' - 10"1' - 5"6"1' - 8"3' - 7"3.79
TYP
1' - 0"1' - 0"3.203.20 3.983.20
3.19
3.983.37 5' - 4"EQ EQ7' - 6"3.26
3.91
TYP
TYP
3.18
3.78
3.983.98 3.193.19
3.78
3.19
3.19 3.92
ALIGNTYP4.18
4.18
4.24 4.29
4.29
A1.4
9
TYP.
4.304.304.30
2
A1.5
4 5 /8 " / 1 2 "12' - 9"6"16' - 7"3 " / 1 2 "3" / 12"
3.90
3.903.90 3.90
3.90
3.21 3.92 3.78
3.793.19
3.913.91
3.78
3.98
3.22
1' - 6"6"1' - 6"1' - 4"2' - 0"
3.19
3.26
3.19
3.98
3.20
3.98
TYP 2' - 6"3.27
3.26
3.91
2' - 0"1' - 8"3' - 4"5' - 3"5' - 4"3' - 7"1' - 4"2' - 2"5' - 2"4"3.18
EQ
TYP2"3.983.203.19
4.043' - 8"4.29
1
A3.1
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
3/16" = 1'-0"
EXTERIOR
ELEVATIONS
BLDG B
A3.3
August 03, 2021
316-18-20
KEY NOTE
3.18 ALUMAW OOD TRELLIS SPANISH
BROW N (DEFERRED SUBMITTAL).
3.19 CEMENT PLASTER W ALL. FIELD
PAINT LA HABRA X-81 OATMEAL.
3.20 CEMENT PLASTER W ALL. BASE
ACCENT PAINT LA HABRA X-820
SILVERADO.
3.21 EAGLE ROOFING TILE MALIBU
COLLECTION, ALBAQURQUE BLEND
MANUFACTURER NO. SCM 8830.
3.22 ALUMAWOOD TRELLIS W INDOW
VISOR.
3.26 GOOSENECK W ALL LIGHTS, SEE
ELECTRICAL.
3.27 EURO CLASSIC HAYRACK PLANTER
& NATURAL COCO LINER.
3.37 ALUMINUM PLANT TRELLIS.
3.44 BOLLARD PAINTED OSHA YELLOW
W ITH RELFECTIVE TAPE. SEE
DETAIL 5/A1.4.
3.66 GARAGE DOOR.
3.78 ADDRESS CAST METAL LETTER
SIGN 12"HIGH W ITH BRAILE.
3.79 METAL GUARDRAIL.
3.90 EXPANSION JOINT
3.91 DOW NSPOUT & SCUPPER
3.92 RAIN GUTTER
3.98 CEMENT PLASTER TRIM AND
COLUMN BASE ACCENT PAINT LA
HABRA X-434 FALLBROOK.
4.04 CEMENT PLASTER SLOPED W ALL.
FIELD PAINT LA HABRA X-81
OATMEAL.
4.18 4" HIGH FLASHING.
4.22 CAST METAL LETTER SIGN 6"HIGH.
4.24 KNOX BOX.
4.29 CURB OPENING FOR DRAINAGE 4"H
X 6"W.
4.30 PHOTOVOLTAIC SYSTEM.
DEFFERED SUBMITTAL.
SCALE
3/16" = 1'-0"1BLDG. B NORTH ELEVATION
SCALE
3/16" = 1'-0"2BLDG. B EAST ELEVATIONSCALE
3/16" = 1'-0"3BLDG. B SOUTH ELEVATION
SCALE
3/16" = 1'-0"4BLDG. B WEST ELEVATION
REVISIONS
No
.Date Description
1 7/12/2021 Revision 1
2 04/25/2022 Revision 2
2
2
SHEET NO.:
SHEET TITLE:
DATE:
SCALE:
PROJECT NO.:
SHEET INFORMATION:
ISSUE INFORMATION:
DATE: INFORMATION:
PROJECT NAME:
PROJECT FOR:
CONSULTANTS:
SEAL:
42095 Zevo drive, Suite A15 Temecula, California 92590-3780
Phone 951.296.9110 Email: stk@stkinc.com
CITY OF
LAKE ELSINORE130 SOUTH MAIN ST.
LAKE ELSIONRE, CA 92530
RILEY
APARTMENTS
200 N. RILEY ST.
UNITS 1-9
LAKE ELSINORE, CA 92530
09/01/2020 SCHEMATIC DESIGN
12/09/2020 CUP SET
PLAN CHECK SET 05/2021
PLAN CHECK S E T RESUBMITTALPLAN REVISION 108/03/2021
PLAN REVISION 204/22/2022
PERSPECTIVES
A9.1
August 03, 2021
316-18-20
SCALE 13D View 3SCALE23D View 4SCALE33D View 5SCALE43D View 6
SCALE 53D View 7SCALE63D View 8
SCALE 73D View 9
SCALE 83D View 10
SCALE 93D View 11SCALE103D View 12
SCALE 113D View 13
SCALE 123D View 14SCALE133D View 15SCALE143D View 16SCALE153D View 17
BUILDING A -PERSPECTIVES
BUILDING B -PERSPECTIVES
REVISIONS
No
.Date Description