w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
TITLE
SHEET
A000
CL
CL
100'-1"
130'-0"
68'-7"
55'-3 1/2"
NEIGHBOURING LOT
NEIGHBOURING LOT
VENICE BLVD
S SEPULVEDA BLVD
PLPL
PL PL
PL PL
PLPL
5'-6"3800 SEPULVEDA
TYPE V-B
MAX HEIGHT 32'-3"
1 STORY BLDG.
PROPOSED SURFACE
PARKING LOT
/0/1/2/i255/4/1/5/1/i255/6/7/8/7/9/i255/10/11/11/12/13/14/7 /8/8/i255/15/5/i255 /16/17/8/8/i255/18/14/2/19/13/20/14/4/1/i255/21/13/20/4
EXISTING SURROUNDING BUILDINGS
PROPOSED AREA OF WORK - BUILDING
PROPOSED AREA OF WORK - SURFACE PARKING
3800 SEPULVEDA BLVD .
ADDRESS: 3800 S SEPULVEDA BLVD. CULVER CITY, CA 90230-4606 PROPOSED BUILDING AREA: 3,824 sq ft
LOT / PARCEL AREA: 13,001 sq ft
ASSESSOR PARCEL NO. (APN): 4213-018-014
TRACT: NO.10356
LOT: 14
CONSTRUCTION TYPE: TYPE V-B WITH AUTOMATIC SPRINKLER SYSTEM STORIES: 1 STORIES
BUILDING HEIGHT: 32'-3" (AT HIGHEST)
OCCUPANCY: B
LEGAL DESCRIPTION:
REAL PROPERTY IN THE CITY OF CULVER CITY, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, DESCRIBED AS FOLLOW:
THAT PORTION OF LOT 15 AS SHOWN ON MAP OF THE 120.71 ACRE TRACT, BELONGING TO THE ESTATE OF PEDRO TALAMANTES,
DECEASED, IN THE RANCHO LA BALLONA, IN THE CITY OF CULVER CITY, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, FILED IN CASE N0. 7078 OF THE SUPERIOR COURT, DESCRIBED AS FOLLOWS:
BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTHWESTERLY LINE OF SAID LOT 15, WITH THE SOUTHEASTERLY LINE OF THE THIRTY (30) FOOT STRIP CONVEYED TO THE COUNTY OF LOS ANGELES BY DEED RECORDED IN BOOK 4224, PAGE 208 OF DEEDS, RECORDS OF SAID COUNTY: THENCE SOUTH 33 DEG 13' EAST ALONG SAID SOUTHWESTERLY LINE, A DISTANCE OF ONE HUNDRED THIRTY FEET: THENCE NORTH 55DEG 48'30" EAST, PARALLEL WITH THE SOUTHEASTERLY LINE OF 30 FOOR STRIP CONVEYED TO SAID COUNTY OF LOS ANGELES BY DEED HEREINBEFORE REFERRED TO, A DISTANCE OF ONE HUNDRED FIFTY FEET: THENCE NORTH 33DEG 13' WEST PARALLEL WITH THE SOUTHWESTERLY LINE OF SAID LOT 15, A DISTANCE OF ONE HUNDRED THIRTY FEET TO A POINT IN THE SOUTHEASTERLY LINE OF SAID 30 FOOT STRIP; THENCE SOUTH 55 DEG 48' 30" WEST ALONG SAID SOUTHEASTERLY LINE ONE HUNDRED FIFTY FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE SOUTHWESTERLY FIFTY FEET THEREOF INCLUDED WITHIN THE LINE OF SEPULVEDA BOULEVARD.
APPLICABLE CODES: 2019 LABC, LAGBC, 2019 CBC, CMC, CPC, CEC, CEnC, CFC, CEBC, CRSC, UFAS, ADA TITLE 111 CONSTRUCTING A 3,824 sf NEW,GROUND-UP BUILD OF A STATE-OF-THE-ART DISPENSARY WITH THE PROPOSED USE FOR RETAIL CANNABIS BUSINESS STORE-FRONT.
PARKING:
GENERAL RETAIL STORES / CANNABIS DISPENSARY, RETAIL STOREFRONT AND ANCILLARY DELIVERY SERVICE:
1 PARKING STALL PER 350 SF.
PER TABLE 3-3B, SECTION 17.320.020, CULVER CITY MUNICIPAL CODE.
PROVIDED TOTAL: 11 PARKING STALLS: 3 REGULAR PARKING STALLS + 2 COMPACT + 2 EV CAPABLE + 1 EV READY + 1 EV FULL + 2 ADA
PARKING STALLS
TOTAL PROVIDED PARKING: 11 PARKING STALLS
REQUIRED PARKINGS: 11 PARKING STALLS.
NOTE:STANDARD PARKING STALL WITH A "LOADING AREA" SIGN PER CODE EXCEPTION 17.320.050, WITH SIGNAGE AS STATED IN THE CODE, THAT LIMITS THE LOADING PERIOD TO 1/2 HOUR
TOTAL PROVIDED BICYCLE PARKING: 2 SPACES
REQUIRED BICYCLE PARKING: 1 SPACE (5% REQ'D VEHICLE PARKING)
SCOPE OF WORK
PROJECT LOCATION
3800 S SEPULVEDA BOULEVARD
VENICE BLVD
405
S SEPULVEDA BLVD
VICINITY MAP PLOT PLAN
PROJECT INFO / LEGAL DESCRIPTION
PARKING SUMMARY
SHEET INDEX
C1 TITLE SHEET
C2 TYPICAL SECTIONS, AND CONSTRUCTION NOTES
C3 DEMOLITION PLAN
C4 STREET IMPROVEMENTS
C000 TITLE SHEET
C100 DEMOLITION & EROSION CONTROL PLAN
C200 ROUGH GRADING PLAN
C201 ROUGH GRADING SECTIONS
C210 PRECISE GRADING PLAN
C211 GRADING DETAILS
C300 STANDARD URBAN STORM WATER MITIGATION PLAN
C301 STANDARD URBAN STORM WATER MITIGATION DETAILS
C400 UTILITY PLAN
L-1 PRELIMINARY LANDSCAPE PLAN
L-1.0 TITLE SHEET
L-1.1 TREE DISPOSITION PLAN
L-2.0 CONSTRUCTION NOTES & MATERIALS
L-2.1 LAYOUT PLAN
L-3.0 PLANTING NOTES & SCHEDULE
L-3.1 PLANTING PLAN
L-4.1 CONSTRUCTION DETAILS
L-4.2 PLANTING DETAILS
LI-1 IRRIGATION PLAN
LI-2 IRRIGATION NOTES
LI-4 IRRIGATION DETAILS
LI-4 IRRIGATION DETAILS & WELO
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A000 TITLE SHEET
A001 3D VIEWS
A002 ALTA SURVEY
A003 BUILDING STATS
A004 SITE PLAN
A005 OVERALL PLAN
A006 PARKING PLAN
A007 SITE DETAILS
A007.1 SITE DETAILS
A008 OFF-SITE DETAILS
A008.1 OFF-SITE DETAILS
A009 PROPOSED FLOOR PLAN
A010 CONSTRUCTION FLOOR PLAN
A011 EXTERIOR ELEVATIONS
A012 SIGNAGE ELEVATIONS
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ARCHITECTURAL
CIVIL
LANDSCAPE
NUM. SHEET NAME
09 /17
/2021
PPR
DATE OF ISSUE
09 /17
/2021
PPR
01/07/2022 PPR
01/07/2022 PPR
SECURITY PLAN
TY001 GENERAL SHEET
TY002 SYMBOLS
TY101 DEVICE PLACEMENT PLAN ACS
TY001 GENERAL SHEET
TY002 SYMBOLS
TY100 DEVICE PLACEMENT PLAN ACS
TY101 DEVICE PLACEMENT PLAN ACS
TY102 DEVICE PLACEMENT PLAN CCTV
TY103 DEVICE PLACEMENT PLAN IDS
TY104 DEVICE PLACEMENT PLAN ADS
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w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
EC
1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
#Pln
1:3.67
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
3D
VIEWS
A001
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
ALTA
SURVEY
A002
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
BUILDING
STATS
- ZONING
,
PARKING
&
AREA
ANALYSIS
A003
PLPL
PL PL
PL PL
PL PL
5'-6"
BUILDING
FOOTPRINT
OCCUPANCY & OCCUPANT LOAD SCHEDULE
ZONE NAME
BOH CORRIDOR 01
BOH CORRIDOR 02
BREAK ROOM
DELIVERY
EXPRESS SALES
IT ROOM
LOBBY/LOUNGE
OFFICE
PROCESSING
RESTROOM 01
RESTROOM 02
SALES FLOOR
SECURITY VESTIBULE
STORAGE
STORAGE/ INVENTORY VAULT
# OCC
2 2
8 1
1 1
4 1
1 1
1 8
1 1
2 LOAD FACTOR
150.00
150.00
150.00
300.00
150.00
300.00
150.00
150.00
300.00
150.00
150.00
150.00
150.00
300.00
300.00
AREA
155
176
116
236
124
73 471
111
71 52
55 1,162
54 100
564
CULVER CITY BOUNDARY
CL
CL
30'-0"
50'-0"
44'-1/2"
70'-0"
154'-0"
PL TO FIRE HYDRANT VENICE BLVD
S SEPULVEDA BLVD
PLPL
PL PL
5'-6"
BUILDING
1 STORY
CG
CG
CG
CGCG CN
LANDSCAPE
SURFACE LEGEND
IMPERMEABLE SURFACE
ACCESSIBLE ROUTE (EXEMPT)
BUILDING FOOTPRINT
SURFACE CALCULATION (PER CULVER CITY MUNICIPAL CODE 15.02.1120 / CGBC 4.106.3.1 & 5.106.3)
SURFACE AREA PROVIDED % PROVIDED % REQUIRED
PERMEABLE
IMPERMEABLE
1326 sf 55.4% 20% MIN
1068 sf 44.6% 80% MAX
PRIMARY DRIVEWAY (EXEMPT)
TOTAL 2394 sf 100% 100%
EXEMPT 4688 sf - -
PERMEABLE SURFACE
PRIMARY ENTRY WALKWAY
/ PATIO (EXEMPT)
PLUMBING LOAD (PER TABLE CPC 2019 422.1)
OCCUPANCY B
OCCUPANCY LOAD = 10 MALES/ 10 FEMALES
WATER CLOSET URINALS LAVATORY
REQ'D
PROV'D
MALE FEM. MALE FEM.MALE
1 1 1 1 1
212
CPC 422.2 SEPERATE FACILITIES
IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL
OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND
EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO
MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR
USE BY BOTH SEXES.
ONE DRINKING FOUNTAIN AND SERVICE SINK ARE REQUIRED AND PROVIDED.
LOAD FACTOR 200 (TABLE A)
AREA 3824 SF
LANDSCAPE 1771 sf - -
ZONING ANALYSIS
APN
4213.018-014
ZONING
CG, COMMERCIAL GENERAL
LAND USE
GENERAL CORRIDOR
SITE AREA
13,001 sf = 0.2977 ACRES
SITE UTILIZATION
CURRENT USE - VACANT LAND
PROPOSED USE - BUSINES, CANNABIS DISPENSARY
SETBACKS
SITE FALLS WITHIN ZERO SETBACK OVERLAY ZONE, CZ.
PER CCMC 17.260.020B
PROPERTY ADJACENT TO SEPULVEDA BLVD.
*APPROVED MOD.
ZONING MAX HEIGHT
CG - 56'-0" PER CHAPTER 17 CCMC, 17.220.035
CBC MAX HEIGHT
TYPE V-B (S) 60', 3 STORIES
PROPOSED HEIGHT
32'-3" @ THE HIGHEST POINT
MAX ALLOWABLE BLDG AREA
TYPE V-B, 36,000 sf.
PERMEABLE SURFACES
NOT LESS THAN 20% OF (N) PARKING, WALKING OR PATIO SURFACES SHALL BE PERMEABLE. PER CCMC 15.02.1120 & CGBC 4.106.3.1 EXEMPTIONS:
- THE PRIMARY DRIVEWAY, PRIMARY ENTRY WALKWAY AND ENTRY
PORCH OR LANDING SHALL NOT BE INCLUDED WHEN CALCULATING THE AREA REQUIRED TO BE A PERMEABLE SURFACE.
- REQUIRED ACCESSIBLE ROUTES FOR PERSONS WITH DISABILITIES AS REQUIRED BY CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2, CHAPTER 11A AND/OR CHAPTER 11B AS APPLICABLE.
REQUIRED TREES
1 TREE ALONG SEPULVEDA & 1 ALONG VENICE ACCORDING TO THE URBAN FOREST MASTER PLAN.
BUILDING STATISTICS
CONSTRUCTION TYPE
TYPE V-B
OCCUPANCY
CANNABIS DISPENSARY - B
PARKING - S2
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
(CBC TABLE 601) TYPE V-B CONSTRUCTION
BUILDING ELEMENT
STRUCTURAL FRAME
EXTERIOR BEARING WALLS
INTERIOR BEARING WALLS
EXTERIOR NON-BEARING WALLS (TABLE 602)
INTERIOR NON-BEARING WALLS
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
RATING IN HOURS
0 0
0 0
0 0
0 OCCUPANCY & LOAD
TOTAL BUILDING
AREA
3824 SF
TOTAL REQUIRED
PARKING
11 SPACES
TOTAL PROVIDED
PARKING
11 SPACES +
1 LOADING ZONE
SPACE
PARKING BREAKDOWN
REQUIRED PARKING
SPACES PER AREA
1 PER 350 SF
% OR # REQUIRED # PROVIDED
1 FOR 8' MAX DOOR
OPENING
TOTAL
STANDARD
COMPACT
ACCESSIBLE
EV CAPABLE
EV READY
EV FULL
LOADING
BIKE
REMAINING REQ'D
SPACES
UP TO 25%
1 20%
10%
10%
EQ TO 5% REQ'D VEHICLE
PARKING (1)
3 2
2 2
1 1
SHARED WITH STD
2 11
0 2
PARKING CALCULATION
ZONING LEGEND
CN - COMMERCIAL NEIGHBOURHOOD
CG - COMMERCIAL GENERAL
CORRIDOR FIRE RESISTANCE RATING
(CBC TABLE 1020.1)
OCCUPANT LOAD SERVED BY CORRIDOR IS LESS THAN 30
- 1HR REQUIRED FIRE RESISTANCE RATING.
ZONING, SETBACK & FIRE ACCESS PLAN
SCALE: 1/64" = 1'-0"
SURFACE CALC REFERENCE PLAN
SCALE: 1/32" = 1'-0"
NOTE: STANDARD PARKING STALL WITH A "LOADING AREA" SIGN PER CODE EXCEPTION 17.320.050, WITH SIGNAGE AS STATED IN THE CODE, THAT LIMITS THE LOADING PERIOD TO 1/2 HOUR w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 1 4 5 N MC C AD D E N P L , L A , C A 9 0 0 3 8 P : 3 1 0 . 5 7 3 . 43 0 0
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 07/01/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
SITE
PLAN
A004
CULVER CITY BOUNDARY
CL
CL
4 A007
5 A007
30'-0"
24'-0"
24'-0" MIN
61'-11 1/2" 4'-10 3/4" 63'-1 1/2"
11'-6"
1 TWO WAY
DRIVEWAY
3 4
6 7 8 9 10
5 NEIGHBOURING LOT
NEIGHBOURING LOT
S S
VENICE BLVD
S
SEPULVEDA
BLVD
PL PL
PLPL
PL PL
PL PL
NEIGHBOURING PROPERTY
(NO WORK)
NEIGHBOURING PROPERTY
(NO WORK)
NEIGHBOURING PROPERTY
(NO WORK)
NEIGHBOURING PROPERTY
(NO WORK)
S/
LOADING
11 1
A007
100'-1"
TOTAL LOT
130'-0"
TOTAL LOT
8'-10 1/2" 8'-1" 68'-7"
OVERALL BUILDING
14'-5"
55'-6 3/4"
OVERALL BUILDING
7'-6 3/4"
50'-0"
37'-10" 12'-2"
11'-2" 18'-10"
30'-0"
5'-6"
0101
02 03
08 11
12 13
0605
03 0707
11 10
15 10
15 10
15 10
1510
15 16
18 19
20 20
21 24
24 24 02
2323
24 31
27 31
29 30
25 32
34 33
35 36
26 30
31 28
10 15
29 33
2 3800 S SEPULVEDA BLVD.
APN: 4213-018-014
1-STORY, HEIGHT +32'-3"
TOTAL GROSS BUILDING AREA: 3,824 sf
TOTAL LOT AREA: 13,001 sf
C C EVEVEVEV
TRASH
LEGEND
PROPERTY LINE
RIGHT OF WAY CENTERLINE
(E) POWER POLE
(E) STREET LIGHT
(E) STREET LIGHT / TRAFFIC LIGHT
PARKING LIGHT POST
KEYNOTES
ADA PARKING SPACES WITH CONTINUOUS, UNOBSTRUCTED PATH OF TRAVEL. 2%
CROSS SLOPE FOR PARKING & ACCESS AISLE
(N) 6'-0" CMU WALL ALONG PROPERTY LINE.
(N) GRADING & ASPHALT. TO BE LIGHT COLORED TO REDUCE HEAT ISLAND EFFECT FDC, FLUSH MOUNTED TO WALL PENDING LAFD APPROVAL.
(N) PROPOSED LOCATION OF TRANSFORMER & TRANSFORMER PAD & SWITCHGEAR. 3'-0" CLEARANCE PROVIDED AROUND CONC PAD. PROVIDE BOLLARDS 3'-0" FROM TRANSFORMER @ ALL SIDES. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO TRASH & RECYCLING ROOM; ENCLOSURE TO HOUSE MIN 3 BINS (TRASH, RECYCLING, ORGANIC WASTE). 180 SF MIN. TO BE CONSTRUCTED W/ A MIN 6"-THICK CONC PAD OVER 90% COMPACTED BASE & GRADED AT A MAX SLOPE OF 1%. 6"x8" CONC CURB TO
BE CONSTRUCTED ALONG THE INTERIOR BASE OF THE ENCLOSURE WALLS (N) SECONDARY ONE-WAY OUT-BOUND DRIVEWAY
(N) 20" WIDE ALUM ROOF ACCESS LADDER W/ SECURITY GATE BY ALACO, MODEL 561 OR EQUAL.
DASHED LINE INDICATES (N) ELECTRICAL ROOM & PROPOSED LOCATION FOR (N) MAIN SWITCHGEAR. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO (N) PLANTING AREA
(N) AWNING STRUCTURE
EASEMENT AGREEMENT INST.NO.93-960713, O.R. PER ALTA SURVEY PUBLIC ACCESS TRIANGULAR SHAPED. INST. NO. 94-1421473, O.R. PER ALTA SURVEY
CONTINUOUS LINE INDICATES ENTRANCE AWNINGS
(N) PARKING LOT LIGHTING. SEE LIGHT FIXT SCHEDULE & SPECS. (E) CROSSWALK TO BE REFRESHED / REPLACED USING THERMOPLASTIC
NOT USED
(N) ADA COMPLIANT SIDEWALK @ EXISTING DRIVEWAY ENTRY
ADDRESS SIGN VIEWABLE FROM PUBLIC WAY & KNOX BOX
ACCESSIBLE PARKING SIGN PER 1109A.8.8 @ 70" HEIGHT
BUILDING ENTRANCE. MAX THRESHOLD 1/2"
NOT USED
FIRE SPRINKLER SYSTEM PER 2019 NFPA 13 REQUIREMENTS AND CCMC 9.02 (E) POWERPOLE TO REMAIN
NB SEPULVEDA BLVD / VENICE BLVD BUS STOP RELOCATION AND BUS STOP UPGRADE WITH NEW BUS PAD AND RED CURB, (1) NEW BUS SHELTER, (1) NEW BENCH WITH BACK SUPPORT AND ARM RESTS, (1) NEW SIGN POST WITH CONCRETE BASE PER CULVER CITY BUS STOP STANDARDS.
EB VENICE BLVD / SEPULVEDA BLVD BUS STOP RELOCATION AND BUS STOP UPGRADE WITH NEW BUS PAD AND RED CURB, (1) NEW BUS SHELTER, (1) NEW BENCH WITH BACK SUPPORT AND ARM RESTS, (1) NEW SIGN POST WITH CONCRETE BASE PER CULVER CITY BUS STOP STANDARDS.
105' BUS STOP RED CURB ZONE PER CULVER CITY STANDARDS.
95' BUS STOP RED CURB ZONE PER CULVER CITY STANDARDS.
ADA LANDING PAD (MIN 5'x8' PER CULVER CITY STANDARDS.
BUS STOP SIGN POST.
BUS DOOR / FURNITURE ZONE (NO OBSTRUCTION WITHIN THIS ZONE) PER CULVER CITY STANDARDS.
MAIN SERVICE METER. SEE ELECTRICAL DWGS.
(E) TREE TO REMAIN. (N) WELL PER LANDSCAPE & CIVIL DRAWINGS. (E) TREE TO BE REPLACED FOR (N) TREE WITH (N) WELL PER LANDSCAPE & CIVIL DRAWINGS.
4" FIRE WATER METER. FOR REFERENCE, SEE CIVIL DRAWINGS
1.5" DOMESTIC WATER METER. FOR REFERENCE, SEE CIVIL DRAWINGS.
GENERAL NOTES
1. ALL EGRESS DOORS SHOULD BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT.
2. SEE SIGNAGE SHEETS FOR ACCESSIBLE SIGNAGE REQUIREMENTS, LOCATION AND NOTES.
3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL
BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINE - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
4. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT REQ.
5. LIGHTING FOR UNCOVERED PARKING AREAS, VEHICLE ACCESSWAYS AND WALKWAYS SHALL NOT EXCEED A HEIGHT OF SIXTEEN (16) FEET. SUCH OVERALL HEIGHT SHALL
BE MEASURED FROM THE PAVED PARKING AREA SURFACE TO THE UPPERMOST PART OF THE LIGHT STANDARD, INCLUDING THE LIGHT GLOBE. LIGHTING SHALL BE
DIRECTED ONTO THE DRIVEWAYS, WALKWAYS AND PARKING AREAS WITHIN THE DEVELOPMENT AND AWAY FROM ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAY.
IN ADDITION, PARKING STRUCTURE ROOFTOP LIGHTING SHALL BE DESIGNED AND
INSTALLED TO PRECLUDE LIGHT TRESPASS (LIGHTING INTENSITY EXCEEDING ONE- HALF (0.5) FOOT CANDLE MEASURED AT THE PROPERTY LINE UTILIZING A LIGHT METER HELD FOUR (4) FEET ABOVE GROUND LEVEL DIRECTED AT THE LIGHT SOURCE ONTO ADJACENT PROPERTY. FOR ADDITIONAL PARKING STRUCTURE LIGHTING STANDARDS
IN/ ADDITIONALLY, IN THE OVERLAY ZONE, HEADLIGHT GLARE SHALL BE SHEILDED FROM ALL SURROUNDING RESIDENTIAL PROPERTIES. THE LEVEL OF LIGHTING ON THE
SITE SHALL COMPLY WITH THE ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS. TITLE 24, OF THE CALIFORNIA CODE OF REGULATIONS.
6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF THE LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
7. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
ENVIRONMENTAL PROGRAMS AND OPERATIONS
8. SOLID WASTE, RECYCLABLE MATERIAL, AND ORGANIC WASTE HANDLING SHALL BE PERFORMED EXCLUSIVELY BY THE CITY OR ITS AUTHORIZED AGENTS. THE CITY
COUNCIL MAY REGULATE, BY ORDINANCE OR RESOLUTION, ALL ASPECTS OF SOLID
WASTE, RECYCLABLES, WASTE MATERIAL, AND ORGANIC WASTE HANDLING,
INCLUDING, BUT NOT LIMITED TO, FREQUENCY OF COLLECTION, MEANS OF
COLLECTION AND TRANSPORTATION, LEVEL OF SERVICES, CHARGES, FEES, AND NATURE, LOCATION AND EXTENT OF PROVIDING SOLID WASTE HANDLING SERVICES.
9. THE CITY OF CULVER CITY SHALL PROVIDE WASTE DISPOSAL AND RECYCLING
SERVICES FOR ALL CONSTRUCTION & DEMOLITION PROJECTS WITHIN CITY LIMITS IN ACCORDANCE WITH CCMC 5.01.010.
10. PROJECT SHALL PROVIDE ADEQUATE TRASH, RECYCLING, AND ORGANICS WASTE CAPACITY AND COMPLY WITH ASSEMBLY BILLS 939, 1826 AND 341 WASTE DIVERSION GOALS AND ALL CITY REQUIREMENTS. UNDER NO CIRCUMSTANCES IS ANY CANNABIS
WASTE TO BE COMMINGLED WITH ANY REFUSE, RECYCLING OR ORGANIC MATERIAL COLLECTED BY THE CITY.
11. CANNABIS WASTE CANNOT BE COMMINGLED WITH ANY REFUSE, RECYCLING OR ORGANIC MATERIAL COLLECTED BY THE CITY OF CULVER CITY. CLIENT TO CONTRACT FOR THEIR OWN CANNABIS WASTE HAULING SERVICES WITH AN APPROVED HAULER.
THE APPLICANT OR ITS HAULER MUST SUPPLY ITS OWN CONTAINERS FOR CANNABIS WASTE ONLY.
BUILDING ENVELOPE
12. ANTI-GRAFFITI FINISH PROVED AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. LAMC 91.6306.
01 02
03 04
05 06
07 09
08 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
26 25
27 28
29 30
31 32
33 34
35 36
N
SCALE: 1/32" = 1'-0" 1CONSTRUCTION SITE PLAN
0 4' 8' 16'
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
OVERALL
PLAN
A005
01 02
03 04
05 LEGEND
PROPERTY LINE
RIGHT OF WAY CENTERLINE
(E) POWER POLE
(E) STREET LIGHT
(E) STREET LIGHT / TRAFFIC LIGHT
PARKING LIGHT POST
1HR FIRE RATED WALL
SHEAR WALL
KEYNOTES
MAIN SERVICE METER. SEE ELECTRICAL DWGS.
ELECTRICAL SUBPANELS. SEE ELECTRICAL DWGS.
TOTAL PARKING LENGTH FOR STANDARD STALLS IS 18'-0". CARS ARE INTENDED TO PARK WITH 2'-0" LANDSCAPED BUMPER OVERHANG PER CCMC REQUIREMENTS.
STORM DRAIN INLET. SURFACE DRAIN. REFER TO CIVIL FOR ADDITIONAL INFO.
TRENCH DRAIN WITH TRAFFIC RATED GRATE. REFER TO CIVIL FOR ADDITIONAL INFO.
GENERAL NOTES
1. ALL EGRESS DOORS SHOULD BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT.
2. SEE SIGNAGE SHEETS FOR ACCESSIBLE SIGNAGE REQUIREMENTS, LOCATION AND NOTES.
3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL
BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINE - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
4. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT REQ.
5. LIGHTING FOR UNCOVERED PARKING AREAS, VEHICLE ACCESSWAYS AND WALKWAYS SHALL NOT EXCEED A HEIGHT OF SIXTEEN (16) FEET. SUCH OVERALL HEIGHT SHALL
BE MEASURED FROM THE PAVED PARKING AREA SURFACE TO THE UPPERMOST PART OF THE LIGHT STANDARD, INCLUDING THE LIGHT GLOBE. LIGHTING SHALL BE
DIRECTED ONTO THE DRIVEWAYS, WALKWAYS AND PARKING AREAS WITHIN THE DEVELOPMENT AND AWAY FROM ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAY.
IN ADDITION, PARKING STRUCTURE ROOFTOP LIGHTING SHALL BE DESIGNED AND
INSTALLED TO PRECLUDE LIGHT TRESPASS (LIGHTING INTENSITY EXCEEDING ONE- HALF (0.5) FOOT CANDLE MEASURED AT THE PROPERTY LINE UTILIZING A LIGHT METER HELD FOUR (4) FEET ABOVE GROUND LEVEL DIRECTED AT THE LIGHT SOURCE ONTO ADJACENT PROPERTY. FOR ADDITIONAL PARKING STRUCTURE LIGHTING STANDARDS
IN/ ADDITIONALLY, IN THE OVERLAY ZONE, HEADLIGHT GLARE SHALL BE SHEILDED FROM ALL SURROUNDING RESIDENTIAL PROPERTIES. THE LEVEL OF LIGHTING ON THE
SITE SHALL COMPLY WITH THE ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS. TITLE 24, OF THE CALIFORNIA CODE OF REGULATIONS.
6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF THE LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
7. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
BUILDING ENVELOPE
8. ANTI-GRAFFITI FINISH PROVED AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. LAMC 91.6306.
L
CL
11'-5"
18'-0"
30'-0"
67'-0"
7'-7 1/2" 41'-5 1/4"
11'-6"
4'-0" 5'-0"
4'-0'' 4'-0'' 5'-0''
18'-0"
TOTAL PARKING SPACE LENGTH
1 3 4
6 7 8 9 10
5 JAN
PL
PL PL
PL
PL PL
PLPL
COMPACT
EV PARKING/
CHARGING
READY
EV PARKING/
CHARGING
CAPABLE
EV PARKING/
CHARGING
CAPABLE
STANDARD
11 BREAK
ROOM
117 SF
PROCESSING
72 SF
DELIVERY
239 SF
SALES
FLOOR
1,162 SF
LOBBY/LOUNGE
466 SF
EXPRESS
SALES
125 SF
RESTROOM
02 54 SF
IT
ROOM
75 SF
SECURITY
VESTIBULE
49 SF
STORAGE
102 SF
BOH
CORRIDOR
02 173 SF
1 A103
1 A010
100'-1"
TOTAL LOT
130'-0"
TOTAL LOT
17'-3" 5'-10" 5'-0"
10'-6" 9'-0" 8'-0" 9'-0" 5'-0" 8'-6" 8'-6" 8'-6"
19'-11 1/2" 24'-0" 18'-5"
6" 3'-0''
16'-0" 24'-0"
MIN 24'-0"
15'-6" 2'-6"
8'-10 1/2" 8'-1" 68'-7"
OVERALL BUILDING
14'-5"
55'-6 3/4"
OVERALL BUILDING
7'-6 3/4"
18'-0"
TOTAL PARKING SPACE LENGTH
16'-0"
15'-0" MIN
50'-0"
7'-6" 7'-6" 5'-0" 8'-6" 8'-6" 8'-6" 8'-6" 6'-0"
37'-10" 12'-2"
11'-2" 18'-10"
30'-0"
3'-0'' 16'-0"
7'-7 1/2"
7'-2 1/4"
15'-10 1/2" 19'-6 1/4"
5"
7'-8 3/4"
40'-5 1/2"
13'-10 3/4" 7'-7"
7'-5"
9'-2 1/4"
7'-11 1/2"
9'-1/4"9'-9 1/4"5'-11 3/4"19'-11"
11'-10 1/4"4'-11"
14'-1 1/2"
2'-8" 9'-2 1/4"
19'-5 1/2" 24'-0" 18'-5" 4'-10"
7'-10" 30'-1/2"
5'-6"
6'-0"
01 0202
03 03
04 04
05 05
2 TRASH
RECYCLING
ORGANIC
WASTE
STANDARD STANDARD/
LOADING
EV PARKING/
CHARGING
FULL
COMPACT
OFFICE
113 SFRESTROOM
01 52 SF
STORAGE/
INVENTORY
VAULT
568 SF
BOH CORRIDOR 01
159 SF
SCALE: 1/16" = 1'-0" 1OVERALL PLAN
0 2' 4' 8'
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 421 COLYTON ST, 2ND FLOOR, CA , 90013 P : 3 1 0 . 5 7 3 . 43 0 0
BEYOND / HELLO
3800 S SEPULVEDA BLVD. CULVER CITY, CA
90230
1919A
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
AE, TR
DATE DESCRIPTION
09/17/2021 PPR
A006
PARKING
PLAN
A103 PARKING PLAN
LEGEND
PROPERTY LINE
RIGHT OF WAY CENTERLINE
(E) POWER POLE
(E) STREET LIGHT
(E) STREET LIGHT / TRAFFIC LIGHT
PARKING LIGHT POST
KEYNOTES
ADA PARKING SPACES WITH CONTINUOUS, UNOBSTRUCTED PATH OF TRAVEL. 2%
CROSS SLOPE FOR PARKING & ACCESS AISLE
(N) 6' CMU WALL ALONG PROPERTY LINE TO MATCH EXISTING
(N) GRADING & ASPHALT. MAX SLOPE 5% @ PARKING. VEHICULAR TRAFFIC COATING AS SPEC.
(N) LAFD CONNECTION
(N) PROPOSED LOCATION OF TRANSFORMER & TRANSFORMER PAD & SWITCHGEAR. 3'-0" CLEARANCE PROVIDED AROUND CONC PAD. PROVIDE BOLLARDS 3'-0" FROM TRANSFORMER @ ALL SIDES. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO.
CMU ENCLOSURE FOR TRASH & RECYCLING ROOM
DASHED LINE INDICATES (N) ELECTRICAL ROOM & PROPOSED LOCATION FOR (N) MAIN SWITCHGEAR. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. (N) PLANTING AREA & (N) TREES. SEE LANDSCAPE DRAWINGS FOR REFERENCE. (E) CMU WALL TO REMAIN & BE REPAIRED, TYP.
(N) PARKING LOT LIGHTING. SEE LIGHT FIXT SCHEDULE & SPECS.
PARKING LENGTH FOR STANDARD STALLS IS 18'-0". CARS ARE INTENDED TO PARK WITH 2'-0" LANDSCAPED BUMPER OVERHANG PER CCMC REQUIREMENTS.
ACCESSIBLE PARKING SIGN PER 1109A.8.8 @ 70" HEIGHT.
STORM DRAIN INLET. SURFACE DRAIN. REFER TO CIVIL FOR ADDITIONAL INFO.
STANDARD PARKING STALL WITH A "LOADING AREA" SIGN PER CODE EXCEPTION
17.320.050, WITH SIGNAGE AS STATED IN THE CODE, THAT LIMITS THE LOADING PERIOD TO 1/2 HOUR
GENERAL NOTES
1. ALL EGRESS DOORS SHOULD BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT.
2. SEE SIGNAGE SHEETS FOR ACCESSIBLE SIGNAGE REQUIREMENTS, LOCATION AND NOTES.
3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL
BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINE - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
4. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT REQ.
5. LIGHTING FOR UNCOVERED PARKING AREAS, VEHICLE ACCESSWAYS AND WALKWAYS SHALL NOT EXCEED A HEIGHT OF SIXTEEN (16) FEET. SUCH OVERALL HEIGHT SHALL
BE MEASURED FROM THE PAVED PARKING AREA SURFACE TO THE UPPERMOST PART OF THE LIGHT STANDARD, INCLUDING THE LIGHT GLOBE. LIGHTING SHALL BE
DIRECTED ONTO THE DRIVEWAYS, WALKWAYS AND PARKING AREAS WITHIN THE DEVELOPMENT AND AWAY FROM ADJACENT PROPERTIES AND PUBLIC RIGHT OF WAY.
IN ADDITION, PARKING STRUCTURE ROOFTOP LIGHTING SHALL BE DESIGNED AND
INSTALLED TO PRECLUDE LIGHT TRESPASS (LIGHTING INTENSITY EXCEEDING ONE- HALF (0.5) FOOT CANDLE MEASURED AT THE PROPERTY LINE UTILIZING A LIGHT METER HELD FOUR (4) FEET ABOVE GROUND LEVEL DIRECTED AT THE LIGHT SOURCE ONTO ADJACENT PROPERTY. FOR ADDITIONAL PARKING STRUCTURE LIGHTING STANDARDS
IN/ ADDITIONALLY, IN THE OVERLAY ZONE, HEADLIGHT GLARE SHALL BE SHEILDED FROM ALL SURROUNDING RESIDENTIAL PROPERTIES. THE LEVEL OF LIGHTING ON THE
SITE SHALL COMPLY WITH THE ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL AND NON-RESIDENTIAL BUILDINGS. TITLE 24, OF THE CALIFORNIA CODE OF REGULATIONS.
6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF THE LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
7. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
BUILDING ENVELOPE
8. ANTI-GRAFFITI FINISH PROVED AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. LAMC 91.6306.
PARKING NOTES
1. PARKING SPACES SHALL BE CLEARLY OUTLINED WITH A DOUBLE STRIPED LINE ON EACH SIDE OF THE PARKING SPACE. THE DOUBLE STRIPED LINE SHALL CONSIST OF TWO 4-INCH-WIDE LINES SPACED 6 INCHES APART AND PAINTED ON THE SURFACE OF THE PARKING FACILITY. PARKING SPACE WIDTH SHALL BE MEASURED FROM THE CENTERLINE BETWEEN THE TWO 4-INCH LINES. CIRCULATION AISLES, APPROACH
LANES, AND TURNING AREAS SHALL BE CLEARLY MARKED WITH DIRECTIONAL ARROWS AND LINES TO ENSURE SAFE TRAFFIC MOVEMENT.
2. PARKING SPACES AND MANEUVERING AREAS SHALL BE PAVED AND PERMANENTLY MAINTAINED WITH A MINIMUM THICKNESS OF 2 INCHES OF ASPHALT, CONCRETE, OR OTHER ALL-WEATHER SURFACE, OVER A MINIMUM THICKNESS OF 4 INCHES OF A BASE MATERIAL; OR PAVED AND PERMANENTLY MAINTAINED WITH A MINIMUM THICKNESS OF 4 INCHES OF PORTLAND CEMENT OR AS DEEMED APPROPRIATE BY THE DIRECTOR.
3. PARKING AREAS SHALL HAVE A MAX GRADE OF 5%, MEASURED IN ANY DIRECTION.
4. STANDARD PARKING STALL WITH A "LOADING AREA" SIGN PER CODE EXCEPTION
17.320.050, WITH SIGNAGE AS STATED IN THE CODE, THAT LIMITS THE LOADING PERIOD TO 1/2 HOUR
TOTAL BUILDING
AREA
3802 SF
TOTAL REQUIRED
PARKING
11 SPACES
TOTAL PROVIDED
PARKING
11 SPACES
SPACE
PARKING BREAKDOWN
REQUIRED PARKING SPACES
PER AREA
1 PER 350 SF
% OR # REQUIRED # PROVIDED
1 FOR 8' MAX
DOOR OPENING
TOTAL
STANDARD
COMPACT
ACCESSIBLE
EV CAPABLE
EV READY
EV FULL
LOADING
BIKE
REMAINING REQ'D
SPACES
UP TO 25%
1 20%
10%
10%
EQ TO 5% REQ'D
VEHICLE PARKING
(1)
3 2
2 2
1 1
SHARED WITH
STANDARD
2 11
0 2
PARKING CALCULATION
01 02
03 04
05 06
07 09
08 10
11 12
13 14
A B D G JIC E F H
11 12
13 14
15 16
19'-5 1/2" 24'-0" 18'-5" 4'-10"
4 A007
5 A007
5 A007
11'-5"
18'-0"
4'-0'' 4'-0'' 5'-0''
18'-0"
TOTAL PARKING SPACE LENGTH
18'-0"
TOTAL PARKING SPACE LENGTH
1 ACCESSIBLE
STANDARD
EV PARKING/
CHARGING
FULL
COMPACT
TWO WAY
DRIVEWAY
3 4
6 7 8 9 10
5 EV PARKING/
CHARGING
READY
EV PARKING/
CHARGING
CAPABLE
EV PARKING/
CHARGING
CAPABLE
183 sf
COMPACT
PL
PL
PL PL
EASEMENT
EASEMENT
11 TRASH
ENCLOSURE
1 A007
17'-3" 5'-10" 5'-0"
10'-6" 9'-0" 8'-0" 9'-0" 5'-0" 8'-6" 8'-6" 8'-6"
19'-11 1/2" 24'-0" 18'-5"
6" 3'-0'' 16'-0" 24'-0"
MIN 24'-0"
15'-6" 2'-6"
16'-0"
15'-0" MIN
7'-6" 7'-6" 5'-0" 8'-6" 8'-6" 8'-6" 8'-6" 6'-0"
3'-0'' 16'-0"
6'-0"
01 01
02 02
0303
05 06
09 09
10 08
10 08
10 08
10 08
11 11
1212 14
10 08
10 08
VAN
ACCESSIBLE
STANDARD
2 STANDARD/
LOADING
TRANSFORMER
TRASH
RECYCLING
ORGANIC
WASTE
EL-4P EL-4P
EL-4PEL-4PEL-4P
EL-4 EL-4
EL-4P
EL-4
EL-4EL-4EL-4
N
SCALE: 1/4" = 1'-0" 1PROPOSED PARKING PLAN
0 2' 4' 8'
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
SITE
DETAILS
A007
17'-3"
CONC PAD
20'-1"
2'-0"
CLR
2'-0"
CLR
2 A110
HATCH INDICATES CONC PAD. 6" THICK
CONC OVER 90% COMPACTED BASE.
GRADED AT 1% MAX SLOPE. CONC PAD
MUST EXTEND 8'-0" MIN IN FRONT OF
ENCLOSURE AND MAINTAIN FULL WIDTH
OF ENCLOSURE.
TRASH ENCLOSURE (180 sq.ft. MIN); 6'-0"
HIGH CMU BLOCK WALLS. SEE SHEET
C211. TO BE PAINTED. COLOR TBD.
HATCH INDICATES 6"x8" CONC CURB @
INTERIOR OF TRASH ENCLOSURE
10'-0" WIDE (MIN) x 6'-0" HIGH DOUBLE-
LEAF OUT-SWING GATE
D22
9'-11"
CLR
15'-3"
CLR
3'-7 1/2" 10'-0"
GATE OPENING
3'-7 1/2"
6" 6"
17'-3"
TRASH ENCLOSURE
12'-1"
TRASH ENCLOSURE
8'-0"
CONC PAD
3 A110
TRASH
43"x83"
RECYCLING
43"x83"
ORGANIC
WASTE
43"x83"
TRASH
ENCLOSURE
180 sf
20'-1"
CONC PAD
8'-0"
8'-0" MIN
12'-1"
TRASH ENCLOSURE
6'-0"
CMU BLOCK WALL
1% MAX
SLOPE
TRASH ENCLOSURE (180 sq.ft. MIN); 6'-0"
HIGH CMU BLOCK WALLS. SEE SHEET
C211. TO BE PAINTED. COLOR TBD.
CONC PAD. 6" THICK CONC OVER 90%
COMPACTED BASE. GRADED AT 1% MAX
SLOPE. CONC PAD MUST EXTEND 8'-0"
MIN IN FRONT OF ENCLOSURE AND
MAINTAIN FULL WIDTH OF ENCLOSURE.
REFER TO CIVIL DRAWINGS.
8"
6"
6'-0"
CONC PAD; 6" THICK CONC OVER 90%
COMPACTED BASE. GRADED AT 1% MAX
SLOPE. REFER TO CIVIL DWGS.
TRASH ENCLOSURE
CONC CURB @ INTERIOR PERIMETER OF
TRASH ENCLOSURE; 6"x8". REFER TO CIVIL
DWGS. SEE SHEET C210.
6'-0" CMU BLOCK WALL @ PERIMETER OF
TRASH ENCLOSURE. 6" THICK x8" TALL x 8"
LONG CMU BLOCKS, TYP. SEE SHEET C211.
GENERAL NOTES
ENVIRONMENTAL PROGRAMS AND OPERATIONS NOTES
1 SOLD WASTE, RECYCLABLE WASTE MATERIAL, AND ORGANIC
WASTE HANDLING SHALL BE PERFORMED EXCLUSIVELY BY
THE CITY OR ITS AUTHORIZED AGENTS. THE CITY COUNCIL AY
REGULATE, BY ORDINANCE OR RESOLUTION, ALL ASPECTS
OF SOLID WASTE, RECYCLABLE WASTE MATERIAL, AND
ORGANIC WASTE HANDLING, INCLUDING, BUT NOT LIITED TO,
FREQUENCY OF COLLECTION, MEANS OF COLLECTION AND
TRANSPORTATION, LEVEL OF SERVICES, CHARGES, FEES,
AND NATURE , LOCATION, AND EXTENT OF PROVIDING SOLID
WASTE HANDLING SERVICES.
2 THE CITY OF CULVER CITY SHALL PROVIDE WASTE DISPOSAL
AND RECYCLING SERVICES FOR ALL CONSTRUCTION &
DEMOLITION PROJECTS WITHIN CITY LIITS IN ACCORDANCE
WITH CCMC 5.01.010
GENERAL NOTES
ENVIRONMENTAL PROGRAMS AND OPERATIONS NOTES
1 SOLD WASTE, RECYCLABLE WASTE MATERIAL, AND ORGANIC
WASTE HANDLING SHALL BE PERFORMED EXCLUSIVELY BY
THE CITY OR ITS AUTHORIZED AGENTS. THE CITY COUNCIL AY
REGULATE, BY ORDINANCE OR RESOLUTION, ALL ASPECTS
OF SOLID WASTE, RECYCLABLE WASTE MATERIAL, AND
ORGANIC WASTE HANDLING, INCLUDING, BUT NOT LIITED TO,
FREQUENCY OF COLLECTION, MEANS OF COLLECTION AND
TRANSPORTATION, LEVEL OF SERVICES, CHARGES, FEES,
AND NATURE , LOCATION, AND EXTENT OF PROVIDING SOLID
WASTE HANDLING SERVICES.
2 THE CITY OF CULVER CITY SHALL PROVIDE WASTE DISPOSAL
AND RECYCLING SERVICES FOR ALL CONSTRUCTION &
DEMOLITION PROJECTS WITHIN CITY LIITS IN ACCORDANCE
WITH CCMC 5.01.010
SCALE: 1/4" = 1'-0" 1ENLARGED PLAN - TRASH ENCLOSURE SCALE: 1/4" = 1'-0" 3ENLARGED ELEVATION - TRASH ENCLOSURE SCALE: 3/4" = 1'-0" 2SECTION DETAIL - TRASH ENCLOSURE WALL w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
SITE
DETAILS
A007.1
3'-0"
CLR
10'-0"
CONC PAD
3'-0"
CLR
3'-0"
CLR
5'-5"
CONC PAD
3'-0"
CLR
11'-5"
TOTAL
16'-0"
TOTAL
8'-0"
TRANSFORMER
3'-0"
TO BOLLARD
3'-0"
TO BOLLARD
3'-5"
TRANSFORMER
3'-0"
TO BOLLARD
(N) TRANSFORMER; SEE ELECTRICAL
DWGS
(N) TRANSFORMER PAD, 8' x 10', SEE CIVIL
DWGS.
(N) BOLLARDS TO BE LOCATED 3'-0" FROM
TRANSFORMER, SEE CIVIL DWGS.
(E) EASEMENT
TRANSFORMER
PL
3'-0'' MIN 2'-9 3/4"
1'-6"
CLR
3'-0"
BIKE RACK
3'-0"
7'-6"
BIKE PARKING
6 A110
8 9
10 11
2'-6 3/4"
BIKE RACK
3'-0"
CLR
3'-0"
BIKE RACK
1'-6"
CLR
2'-2"
7'-6"
BIKE PARKING SPACE
SIDEWALK
LANDSCAPE FORMS "LOOP" BIKE RACK,
F35 COLLECTION. SEE LANDSCAPE
DWGS. DETAIL 5/L4.1
ENTRY
WALKWAY
PORCELAIN PAVERS @
EXTERIOR WALKWAY. SEE
LANDSCAPE DWGS.
GENERAL NOTES
ENVIRONMENTAL PROGRAMS AND OPERATIONS NOTES
1 SOLD WASTE, RECYCLABLE WASTE MATERIAL, AND ORGANIC
WASTE HANDLING SHALL BE PERFORMED EXCLUSIVELY BY
THE CITY OR ITS AUTHORIZED AGENTS. THE CITY COUNCIL AY
REGULATE, BY ORDINANCE OR RESOLUTION, ALL ASPECTS
OF SOLID WASTE, RECYCLABLE WASTE MATERIAL, AND
ORGANIC WASTE HANDLING, INCLUDING, BUT NOT LIITED TO,
FREQUENCY OF COLLECTION, MEANS OF COLLECTION AND
TRANSPORTATION, LEVEL OF SERVICES, CHARGES, FEES,
AND NATURE , LOCATION, AND EXTENT OF PROVIDING SOLID
WASTE HANDLING SERVICES.
2 THE CITY OF CULVER CITY SHALL PROVIDE WASTE DISPOSAL
AND RECYCLING SERVICES FOR ALL CONSTRUCTION &
DEMOLITION PROJECTS WITHIN CITY LIITS IN ACCORDANCE
WITH CCMC 5.01.010
SCALE: 1/4" = 1'-0" 4ENLARGED PLAN - TRANSFORMER
SCALE: 1/4" = 1'-0" 5ENLARGED PLAN - BICYCLE PARKING SCALE: 1/2" = 1'-0" 6ENLARGED SECTION - BICYCLE RACK w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
OFF
-SITE
DETAILS
A008
95'-0" CONCRETE BUS PAD
BUS STOP ZONE (RED CURB)
5'-0"
FROM E.O.
CURB
RETURN
27'-0" 25'-0" 5'-0"
ADA
LANDING
PAD
57'-0"
BUS PARKING
33'-0"
PULL-OUT ZONE
1'-10"
11'-2 1/4"
6" FROM PL
62'-0"
4'-8 1/4"
3 A120
PL PL
PL1'-3 1/2"
6'-0"
BENCH
1'-0"
4'-0"
LEAN
RAIL
1'-3 1/2"
05 01 0403
02 12'-0"
105'-0"
CONCRETE
BUS
PAD
BUS
STOP
ZONE
(RED
CURB)
12'-1 3/4"
1'-10"
6" FROM PL
5'-8"
4 A120
TWO WAY
DRIVEWAY
PL
5'-0"
FROM
E.O.
CURBRETURN
5'-0"ADA
LANDING
PAD
25'-0"
10'-0"
40'-0"
BUS
PARKING
60'-0"
PULL-IN
ZONE
01 02 03
04 05
BUS STOP FURNITURE SCHEDULE
TAG
01 02
03 04
05 TYPE
BENCH
CANOPY
TRASH RECEPTACLE
LEAN RAIL
SOLAR LED SIGN
MANUFACTURER
BRASCO
BRASCO
BRASCO
BRASCO
WAYSINE
SERIES
ECLIPSE
ECLIPSE
ECLIPSE
ECLIPSE
-
MODEL #
BE-EC-6-P-1-2-0
EC-0613
TR017
LR-EC-4-P
-
FINISH / COLOR
White Powder Coat (RAL
9006), Grey Powder Coat
(RAL 9007)
White Powder Coat (RAL
9006), Grey Powder Coat
(RAL 9007), Grey Makrolon
Polycarbonate and UV
Coating
White Powder Coat (RAL
9006), Grey Powder Coat
(RAL 9007)
White Powder Coat (RAL
9006), Grey Powder Coat
(RAL 9007)
-
NOTES
Perforated aluminum seating. Two seat
dividers. Grey finish on perforated
aluminum seating only.
Two 6" Eclipse support columns with 4 1/2"
Eclipse header beam. Arched Roof. Grey
powder coat finish on column snap covers
and header beam end caps only. Grey
Polycarbonate and UV coating on Roof only.
32 gallon. Perforated aluminum. Square
bonnet lid. Plastic liner. Grey finish on lid
and pedestal only
Custom round support posts. Perforated
aluminum seating. Grey finish on
perforated aluminum only
With safety lights. 24 character
NOTE: BUS STOP IMPROVEMENTS AND FURNITURE AS
REQUESTED PER CULVER CITY STANDARDS AND
SPECIFICATIONS SHOWN IN ARCHITECTURAL DWGS FOR
REF ONLY. ALL REQUIRED DIMENSIONS TO BE VERIFIED
BY GC.
5'-0"
ADA
LANDING
PAD
25'-0" 27'-0" 5'-0"
FROM E.O.
CURB
RETURN
30'-0"
BUS DOOR / FURNITURE ZONE
(NO OBSTRUCTION WITHIN THIS ZONE)
32'-0"
57'-0"
BUS PARKING
62'-0"
E.O. CURB RETURN
02 01 0304
05 5'-0"
FROM E.O.
CURB
RETURN
5'-0"
ADA
LANDING
PAD
25'-0" 10'-0"
30'-0"
BUS DOOR / FURNITURE ZONE
(NO OBSTRUCTION WITHIN THIS ZONE)
40'-0"
BUS PARKING
E.O. CURB RETURN
02 01 0304
05 SCALE: 1/16" = 1'-0" 1BUS STOP IMPROVEMENT - VENICE BLVD SCALE: 1/16" = 1'-0" 2BUS STOP IMPROVEMENT - SEPULVEDA BLVD SCALE: 1/16" = 1'-0" 3ELEVATION: BUS STOP @ VENICE BLVD SCALE: 1/16" = 1'-0" 4ELEVATION: BUS STOP @ SEPULVEDA BLVD w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
OFF
-SITE
DETAILS
A008.1
10'-0"
T.O. FOOTING TO T.O. POLE
TO BE VERIFIED W/ MANUFACTURER
SIDEWALK; SEE CIVIL DRAWINGS
CONC FOOTING CAST AGAINST EARTH. POLE
CENTERED IN FOOTING. SEE CIVIL DRAWINGS.
TELESPAR 22F12, PER CULVER CITY
REQUIREMENTS. SEE CIVIL DRAWINGS.
TELESPAR 20F12, PER CULVER CITY
REQUIREMENTS. SEE CIVIL DRAWINGS.
WAYSINE SOLAR LED SIGN, PER CULVER CITY
REQUIREMENTS. SEE CIVIL DRAWINGS.
ALL DIMENSIONS TO BE VERIFIED BY GC
W/ MANUFACTURER.
SCALE: 1/2" = 1'-0" 5ELEVATION: OFF-SITE BUS STOP SIGN & POLE w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
PROPOSED
FLOOR
PLAN
A009
REF
D02
D03
D01
F
DW
4'-0"
3'-0"
CLR, MIN
1'-0"4"
1'-0"
4" TYP
1 A011
3 A011
2 A011
JAN
ATM
BREAK
ROOM
PROCESSING
DELIVERY
SALES
FLOORLOBBY/LOUNGE
EXPRESS
SALES
RESTROOM
02 IT
ROOM
SECURITY
VESTIBULE
STORAGE
BOH
CORRIDOR
02 D07
D17D19
D12
D08
D11
D14 D13
D10
D15
D04
D06
D16
D18
D21
D09
D05
D20
5'-6"
RESTROOM
01 OFFICE
STORAGE/
INVENTORY
VAULT
BOH
CORRIDOR
01 4
A011
2 3
4 5
6 7
8 9
10 11
12 13
1 A B D G JIC E F H
SCALE: 1/8" = 1'-0" 2PROPOSED FIRST FLOOR PLAN
0 2' 4' 8'
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
CONSTRUCTION
FLOOR
PLAN
A010
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
A210 ENLG CONST PLAN
LEGEND
1 HR FIRE RATED WALL
KEYNOTES
BATHROOM ACCESSORIES, PLUMBING FIXTURES, CABINETS, COUNTERTOPS, GFCI OUTLETS, HARD-WIRED EXHAUST FAN W/ HUMIDISTAT AND WIRE. PRIME & PAINT WALLS & CEILING. SEE INTERIOR ELEVATIONS FOR MORE INFORMATION.
INSTALL FIXTURES WITH HIGH EFFICIENCY LED LIGHTING AT BATHROOM, TYP.
ELECTRICAL SUBPANELS.
NEW DOORS TO COMPLY WITH ACCESSIBLILITY REQUIREMENTS, TYP. SEE DOOR SCHEDULE.
PARTITION / WALL, TYP. SEE PARTITION / WALL TYPES.
COLUMN, TYP. SEE STRUCTURAL DWGS. SEE LANDSCAPE DWGS FOR VINE TIE ATTACHMENT.
PUBLIC ACCESS TRIANGULAR SHAPED. INST. NO. 94-1421473, O.R. PER ALTA SURVEY.
EXTERIOR DOOR SHALL BE PROVIDED WITH LOCKSETS AND HANDLES FOR FIRE DEPARTMENT ACCESS. KEYS FOR REQUIRED ACCESS SHALL BE PROVIDED BY THE OWNER AND MADE READILY AVAILABLE IN THE KNOX BOX.
DRINKING FOUNTAIN, DETAILS TBD.
MOSS WALL, DETAILS TBD.
MAIN SERVICE METER, SEE ELECTRICAL DWGS.
CANNABIS DISPOSAL BINS.
AWNING ABOVE. SEE DETAILS ON A111
ARCADIA AR450 GLAZING SYSTEM W/ HSS PER STRUCTURAL DWGS.
DOWNSPOUT. SEE ROOF PLAN.
GENERAL NOTES
1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803 AND SHOULD COMPLY WITH TABLE 803.1.1 AND SECTION 803.1. FOR FLAME SPREAD PROVISIONS SEE TABLE 803.9.
2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE.
3. SEE A005 FOR ACCESSIBLE SIGNAGE REQUIREMENTS, LOCATION AND NOTES.
4. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL
BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN
TEN FEET OF ANY POWER LINES, WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT REQ.
6. PROVIDE ULTRA-LOW FLUSH CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
7. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
9. DESKS 34" HIGH KNEE AND TOE CLEARANCE.
10. TABLES HEIGHT 28" TO 34", WITH KNEE AND TOE CLEARANCE 27" HIGH, 19" MIN TO 25" MAX DEPTH, 9" TOE CLEARANCE. 30"x48" CLEAR SPACE FOR FORWARD APPROACH SEATING 11B-902.1.
11. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL- BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN
TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
12. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170,158) (INCLUDES COMMERCIAL ADDITIONS AND TI WORK OVER $ 10.000.) SEPERATE PLUMBING PERMIT IS REQUIRED.
13. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.
EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
14. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.
15. DOUBLE-STRIPING OF STALLS SHALL BE PER SECTION 12.21A.5(1)
16. IN BUILDINGS USED FOR OTHER THAN RESIDENTIAL OCCUPANCIES, DRAFT STOPS
MUST BE INSTALLED IN WOOD FRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. SUCH DRAFT STOPS MUST BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED (1000) SQUARE FEET (718.3.3)
17. IN BUILDINGS USED FOR OTHER THAN RESIDENTIAL OCCUPANCIES, DRAFT STOPS
MUST BE INSTALLED IN THE ATTIC (MANSARDS) (OVERHANGS) (FALSE FRONTS SET
OUT FROM WALLS) (SIMILAR CONCEALED SPACES) FORMED BY COMBUSTIBLE CONSTRUCTION. SUCH DRAFT STOPS MUST BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED (300) SQUARE FEET (718.3.1).
18. DRAFT STOPPING MATERIALS MUST NOT BE LESS THAN 2-INCH GYPSUM BOARD, 3/8- INCH TYPE 2-M PARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED. (718.3.1).
19. GENERAL NOTE/ PROJECT CONDITION: GIVEN THE PROJECTED TRIPS THE PROPOSED USE IS EXPECTED TO CREATE, A PARKING MANAGEMENT PLAN IS REQUIRED. A
COMPREHENSIVE PARKING MANAGEMENT PLAN NEEDS TO ADDRESS HOW PARKING
IMPACTS TO NEARBY USES,EMPLOYEES AND CLIENTS OF THE SURROUNDING
BUSINESSES AND EMPLOYEES AND CUSTOMERS OF THE PROJECT SITE, WILL BE ADDRESSED. EVEN IF REQUIRED PARKING IS PROVIDED, VAELT ATTENDANT PARKING MAY BE REQUIRED. QUEUING OT STAGING OF VEHICLES DURING RETRIEVAL OR PARKING IS NOT ALLOWED ON THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES TEMPORARILY PARKING CARDS ON PUBLIC STREETS.
20. GENERAL NOTE / PROJECT CONDITION: MECHANICAL EQUIPMENT, ELEVATOR SHAFTS AND STAIR WELLS CAN EXCEED THE BUILDING HEIGHT BY A MAXIMUM OF 13.5 FEET.
ARCHITECTURAL FEATURES CAN EXCEED THE BUILDING HEIGHT BY A MAXIMUM OF
13.5 FEET AND CANNOT EXCEED 15% OF THE TOTAL ROOF AREA. FURTHER MECHANICAL EQUIPMENT SHALL BE SCREENED.
INTERIOR ENVIRONMENT
21. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
BUILDING ENVELOPE
22. ANTI-GRAFFITI FINISH PROVIDED AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. LAMC 91.6306.
4 A011
REF
D02
D03
D01
F
DW
4'-0"
3'-0"
CLR, MIN
1'-0"4"
1'-0"
4" TYP
1 A011
3 A011
2 A011
JAN
TYP
TYP
TYP
TYP
TYP
ATM
TYP
TYP
BREAK
ROOM
PROCESSING
DELIVERY
SALES
FLOORLOBBY/LOUNGE
EXPRESS
SALES
RESTROOM
02 IT
ROOM
SECURITY
VESTIBULE
STORAGE
BOH
CORRIDOR
02 D07
D17D19
D12
D08
D11
D14 D13
D10
D15
D04
D06
D16
D18
D21
D09
D05
D20
5'-6"
C5
C6
C4
C6 C6
C7
C9
C10
C3
C11
C12
C12
C6
C6
C6
C13
C13
C1
C1
C10
C14
C14
C6 C15
C15
C15
C15
RESTROOM
01 OFFICE
STORAGE/
INVENTORY
VAULT
BOH
CORRIDOR
01 VENICE BLVD
A B D G JIC E F H
SCALE: 1/8" = 1'-0" 1ENLARGED CONSTRUCTION PLAN - FIRST FLOOR 0 2' 4' 8'
1 2
3 4
5 6
7 8
9 10
11 12
13 w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
EC
1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
#Pln
1/16" = 1'-0", 1" = 20'
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
EXTERIOR
ELEVATIONS
A011
±0"
GROUND FLOOR
+12'-6"
B.O. FLAT ROOF
+15'-3 1/2"
LOW EAVE POINT
+17'-6"
T.O. FLAT ROOF PARAPET
+24'-2 1/2"
HIGH EAVE POINT
+32'-3"
ROOF HIGH RIDGE POINT
12'-6" 2'-9 1/2"
2'-2 1/2"
6'-8 1/2" 8'-1/2"
32'-3"
06 0404040404
±0"
GROUND FLOOR
+12'-6"
B.O. FLAT ROOF
+15'-3 1/2"
LOW EAVE POINT
+17'-6"
T.O. FLAT ROOF PARAPET
+24'-2 1/2"
HIGH EAVE POINT
+32'-3"
ROOF HIGH RIDGE POINT
32'-3 1/4"
12'-6" 2'-9 1/2"
2'-2 1/2"
6'-8 1/2" 8'-1/2"
05 06 07
0101
±0"
GROUND FLOOR
+12'-6"
B.O. FLAT ROOF
+15'-3 1/2"
LOW EAVE POINT
+17'-6"
T.O. FLAT ROOF PARAPET
+24'-2 1/2"
HIGH EAVE POINT
+32'-3"
ROOF HIGH RIDGE POINT
03 06
08 03
09 10 1010 10 10
±0"
GROUND FLOOR
+12'-6"
B.O. FLAT ROOF
+15'-3 1/2"
LOW EAVE POINT
+17'-6"
T.O. FLAT ROOF PARAPET
+24'-2 1/2"
HIGH EAVE POINT
+32'-3"
ROOF HIGH RIDGE POINT
12'-6" 2'-9 1/2"
2'-2 1/2"
6'-8 1/2" 8'-1/2"
32'-3"
03 0101 11
10 01
TYP
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 GENERAL NOTES
1. KEYNOTES
HATCH INDICATES WOOD PANEL SIDING, TYP.
LIGHTING FIXTURE, TYP. SEE RCP & LIGHTING SCHEDULE.
METAL AWNING WITH TIE ROD SUPPORT.
FROSTED STOREFRONT GLAZING.
BEYOND HELLO SIGNAGE BY OTHERS.
EXPOSED STEEL STRUCTURE TO HAVE WHITE POWDER COAT FINISH, TYP.
PURLIN, SEE STRUCTURAL DWGS. TO HAVE WHITE POWDER COAT FINISH, TYP.
SMOOTH STUCCO FINISH, TYP.
CONTROL LINES, TYP.
OUTDOOR WALL SCONCE, SEE RCP & LIGHTING SCHEDULE.
20" WIDE ALUMINUM ROOF ACCESS LADDER W/ SECURITY GATE BY ALACO, MODEL 561 OR EQUAL.
STANDING SEAM METAL ROOF W/ SEAMS EVERY 18".
EAVE TRIM. SAME COLOR AS METAL ROOF. LAP OVER GUTTER. 7" GUTTER. GUTTER BRACKET FASTEN THRU EAVE TRIM 24" O.C. MAX.
PATH LIGHTING, SEE LIGHTING SCHEDULE & ELECTRICAL DWGS.
SCALE: 1/16" = 1'-0" 4ELEVATION WEST
SCALE: 1/16" = 1'-0" 2ELEVATION NORTH
SCALE: 1/16" = 1'-0" 3ELEVATION EAST
SCALE: 1/16" = 1'-0" 1ELEVATION SOUTH
0 2' 4' 8'
w w w . r e l a t i v i t y a r c h i t e c t s . c o m 1 14 5 N M CC ADDEN PL, LA, C A 9 00 38 P: 31 0. 57 3. 43 00
BEYOND / HELLO
3800 SEPULVEDA BLVD.
CULVER CITY, CA 90230
DATE ISSUE
SHEET
DRAWN
BY
JOB
NO.
SCALE
AE, TR 1/6/2022 PRELIMINARY PROJECT REVIEW (PPR)
1919A
AS NOTED
LICENSED ARCHITECT
SCOTT BERNARD SULLIVAN
STATE OF CALIFORNIA
TO BE UPDATED
SIGNAGE
ELEVATIONS
A012
25'-3"
8'-11" 10'-6"
1'-10"
12'-7" 9'-5"
1'-5"
5'-7" 1'-10"
12'-6" 9'-4"
9'-1" 10'-6"
1'-5"
1'-10"
12'-6" 9'-4"
25'-3"
4"
1 1/2"
1 1/2"
1 1/2"
4"
3"
4"
SCALE: 1/8" = 1'-0" 2SIGN (1) - ELEVATION
SCALE: 1/8" = 1'-0" 4SIGN (2) - ELEVATION
SCALE: 1/8" = 1'-0" 6SIGN (3) - ELEVATION
SCALE: 1/8" = 1'-0" 1SIGN (1) - ISOMETRIC
SCALE: 1/8" = 1'-0" 3SIGN (2) - ISOMETRIC
SCALE: 1/8" = 1'-0" 5SIGN (3) - ISOMETRIC
AGGREGATE SURFACE AREA OF ALL SIGN CHARACTERS IS 18.95 SQ FT (MAX ALLOWED AREA = 82.5 SQ FT)