South El Monte City Council
April 12, 2022

55. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34
INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE
WALKING SURFACES, STAIR NOSING, AND RAMP SURFACES.

HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSING, AND RAMP SURFACES. †%

56. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND
ADJACENT SURFACES SHALL BE 1½ INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. †%

57. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG

THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR
LENGTH. WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL
OCCUR 1½ INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. †%

58. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS
SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1¼ INCHES
MINIMUM AND 2 INCHES MAXIMUM. †%

59. HANDRAIL GRIPPING SURFACES WITH A NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES
MINIMUM AND 6¼ INCHES MAXIMUM, AND A CROSS-SECTION
DIMENSION OF 2¼ INCHES MAXIMUM. †%

60. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT

TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. †%

61. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. †% 505.9

62. HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN

THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN
ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL EXTENSIONS. †%

63. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE
LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR

THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE
HANDRAIL OF AN ADJACENT RAMP RUN. †%

64. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM
BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS

SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR

SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. †%

65. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND

AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING.

SUCH EXTENSION SHALL CONTINUE WITH A HORIZONTAL EXTENSION

OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT

STAIR FLIGHT OR SHALL RETURN TO A WALL, GUARD, OR THE
WALKING SURFACE. AT THE BOTTOM OF A STAIR FLIGHT, A
HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES LONG

MINIMUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSING.

EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING

SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN
ADJACENT STAIR FLIGHT.†%

PLUMBING FIXTURES AND FACILITIES DRINKING

FOUNTAINS

1. WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR

SITE, ON A FLOOR, OR WITHIN A SECURED AREA THEY SHALL BE PROVIDED IN ACCORDANCE WITH 11B-211 DRINKING FOUNTAINS. †%
6(((;&(37,21

2. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE
PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.1 THROUGH 11B-602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. †% (SEE EXCEPTION)

3. WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING
FOUNTAINS SPECIFIED IN 11B-211.2 ARE PROVIDED, 50 PERCENT OF

THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL
COMPLY WITH 11B-602.1 THROUGH 11B-602.6, AND 50 PERCENT OF

THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL
COMPLY WITH 11B-602.7 DRINKING FOUNTAINS FOR STANDING
PERSONS. †% SEE EXCEPTION

4. DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-307 PROTRUDING OBJECTS AND 11B-602 GENERAL REQUIREMENTS.
†%

5. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE
COMPLYING WITH SECTION 11B-305 CLEAR FLOOR OR GROUND

SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. †%

6. WHERE DRINKING FOUNTAINS ARE USED BY CHILDREN, A
PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 CLEAR

FLOOR OR GROUND SURFACES SHALL BE PERMITTED AT UNITS
WHERE THE SPOUT IS 30 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND AND IS 3½”H MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS†% EXCEPTION. 7. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. †%

8. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS.†%

9. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE
FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE

MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES FROM THE

FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3
INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM.
†%

10. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING
PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. †%

11. WALL- AND POST-MOUNTED CANTILEVERED DRINKING
FOUNTAINS SHALL BE 18 INCHES MINIMUM AND 19INCHES MAXIMUM IN DEPTH. †%

12. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED

COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN

WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN SUCH A
DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11B-305.7 MANEUVERING CLEARANCE. WHEN USED, WING WALLS OR

BARRIERS SHALL PROTECT HORIZONTALLY AT LEAST AS FAR AS
THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE†%

TOILET FACILITIES AND BATHING FACILITIES

13. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE
PROVIDED, THEY SHALL COMPLY WITH 11B-213 TOILET FACILITIES AND BATHING FACILITIES. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED IN FACILITIES PERMITTED BY 11B-206.2.3 MULTI-STORY BUILDINGS AND FACILITIES EXCEPTIONS 1 AND 2 NOT

TO CONNECT STORIES BY AN ACCESSIBLE ROUTE, TOILET FACILITIES

AND BATHING FACILITIES SHALL BE PROVIDED ON A STORY

CONNECTED BY AN ACCESSIBLE ROUTE TO AN ACCESSIBLE
ENTRANCE. †%

14. WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE

EXCLUSIVE USE OF SEPARATE USER GROUPS, THE TOILET FACILITIES SERVING EACH USER GROUP SHALL COMPLY WITH 11B-213 TOILET FACILITIES AND BATHING FACILITIES. †%

15. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM
SHALL COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. WHERE

BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL
COMPLY WITH 11B-603 TOILET AND BATHING ROOMS.†%SEE

EXCEPTIONS

16. UNISEX TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE

LAVATORY, AND NOT MORE THAN TWO WATER CLOSETS WITHOUT
URINALS OR ONE WATER CLOSET AND ONE URINAL. UNISEX BATHING

ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE
BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. DOORS TO

UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL
HAVE PRIVACY LATCHES. †%

17. COMMON-USE UNISEX TOILET ROOMS FOR EXCLUSIVE PATIENT

USE NOT LOCATED WITHIN PATIENT BEDROOMS SHALL CONTAIN A LAVATORY AND ONE WATER CLOSET. †%

18. COMMON-USE UNISEX BATHING ROOMS FOR EXCLUSIVE

PATIENT USE NOT LOCATED WITHIN PATIENT BEDROOMS SHALL

CONTAIN ONE SHOWER OR ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. †%

19. PLUMBING FIXTURES AND ACCESSORIES PROVIDED IN A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH 11B-213.2
TOILET AND BATHING ROOMS SHALL COMPLY WITH 11B-213.3
PLUMBING FIXTURES AND ACCESSORIES. †%

20. DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR
CLEARANCE REQUIRED FOR ANY FIXTURE. OTHER THAN THE DOOR

TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12 INCHES MAXIMUM†%

21. AT SINGLE USER TOILET OR BATHING ROOMS, DOORS SHALL BE

PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR
CLEARANCE REQUIRED FOR ANY FIXTURE ONLY IF A 30 INCH BY 48 INCH MINIMUM CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. †%
EXCEPTION 22. MIRRORS LOCATED ABOVE THE LAVATORIES OR

COUNTERTOPS SHALL BE INSTALLED WITHIN THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE THE

LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE
BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.†%

23. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308. SHELVES SHALL BE
LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR. †%

24. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE

RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET

FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR. †%

25. TOILET AND BATHING ROOMS WITHIN GUEST ROOMS THAT ARE

NOT REQUIRED TO PROVIDE MOBILITY FEATURES COMPLYING WITH SECTION 11B-806.2 GUEST ROOMS WITH MOBILITY FEATURES SHALL

PROVIDE ALL TOILET AND BATHING FIXTURES IN A LOCATION THAT ALLOWS A PERSON USING A WHEELCHAIR MEASURING 30 INCHES BY 48 INCHES TO TOUCH THE WHEELCHAIR TO ANY LAVATORY, URINAL,

WATER CLOSET, TUB, SAUNA, SHOWER STALL AND ANY OTHER
SIMILAR SANITARY INSTALLATION, IF PROVIDED. †%

WATER CLOSETS AND TOILET COMPARTMENTS

26. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 INCHES

MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES

MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY

ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION
11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. WATER

CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT HAND APPROACH. †%

27. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES
MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56

INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR
WALL. A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP

MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. †%

28. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH
FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM
MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG THE RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES HIGH MAXIMUM AND A 3 INCH HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15
INCHES HIGH. †%(SEE EXCEPTION FOR RESIDENTIAL UNITS)

29. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. WHERE

SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS

AT A COMMON MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11B-604.5.1 SIDE WALL AND 11B-604.5.2 REAR WALL SHALL BE PERMITTED. †%

30. THE SIDE WALL GRAB BARS SHALL BE 42 INCHES LONG
MINIMUM, LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE
WATER CLOSET. †%

31. THE REAR GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. †% (SEE EXCEPTIONS)

32. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.

HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION
11B-309.4 OPERATION EXCEPT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED

ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. †%

33. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION
11B-309.4 OPERATION AND SHALL BE 7 INCHES MINIMUM AND 9

INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE
DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM

ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL

DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER
FLOW. †%

34. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF SECTIONS 11B-604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS AND 11B-604.8.3 COAT HOOKS AND
SHELVES. COMPARTMENTS

CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY
WITH SECTION 11B-603 TOILET AND BATHING ROOMS.

AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH
SECTIONS 11B-604.8.2 AMBULATORY ACCESSIBLE
COMPARTMENTS AND 11B-604.8.3 COAT HOOKS AND SHELVES.
†%

36. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN
SWING DOOR, A MINIMUM 60 INCHES WIDE BY 36 INCHES DEEP

MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE
CLEARANCE REQUIRED IN SECTION 11B-604.8.1.1 WHEELCHAIR
ACCESSIBLE COMPARTMENT SIZE. §11B-604.8.1.1.1, FIGURES
11B-604.8.1.1.2(B) AND 11B-604.8.1.1.3(B)

37. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A

SIDE-OPENING DOOR, EITHER IN-SWINGING OR OUT SWINGING, A MINIMUM 60 INCHES WIDE AND 60 INCHES DEEP MANEUVERING
SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.
§11B-604.8.1.1.2, FIGURE 11B-604.8.1.1.2

38. IN A WHEEL CHAIR ACCESSIBLE COMPARTMENT WITH END

OPENING DOOR (FACING WATER CLOSET), EITHER IN SWINGING
OR OUT-SWINGING, A MINIMUM 60 INCHES WIDE AND 48 INCHES

DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF
THE WATER CLOSET.†%FIGURE 11B-604.8.1.1.3

39. TOILET COMPARTMENT DOORS, INCLUDING DOOR
HARDWARE, SHALL COMPLY WITH SECTION 11B-404 DOORS,

DOORWAYS, AND GATES EXCEPT THAT IF THE APPROACH IS

FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE
BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED

PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS
CLOSED POSITION. DOOR SHALL BE LOCATED IN FRONT

PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. †%

40. WHERE TOILET COMPARTMENT DOORS ARE LOCATED IN
THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES

MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM
THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR
PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM

FROM THE FRONT PARTITION AND THE DOOR SHALL BE
SELF-CLOSING. §11B-604.8.1.2 41. A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7 DOOR AND GATE HARDWARE SHALL BE
PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOOR

SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR
CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING

INTO THAT PORTION OF THE MANEUVERING SPACE WHICH DOES
NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET.
†% (SEE EXCEPTION)

42. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE
CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH FLOOR
AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE

FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT
MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL

BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE
SURFACES. COMPARTMENTS FOR CHILDREN’FS USE SHALL
PROVIDE A TOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE
FINISH FLOOR. †%

43. GRAB BARS SHALL COMPLY WITH SECTION 11B-609 GRAB
BARS. A SIDE-WALL GRAB BAR COMPLYING WITH SECTION
11B-604.5.1 SIDE WALL SHALL BE PROVIDED AND SHALL BE
LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. IN

ADDITION, A REAR-WALL GRAB BAR COMPLYING WITH SECTION
11B-604.5.2 REAR WALL SHALL BE PROVIDED. WHERE

SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A

COMMON MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING
THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11B-604.5.1 SIDE WALL AND 11B-604.5.2 REAR WALL SHALL BE PERMITTED. †%

44. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A
DEPTH OF 35 INCHES MINIMUM AND 37 INCHES MAXIMUM.
†%

45. WATER CLOSETS AND TOILET COMPARTMENTS FOR
CHILDREN’FS USE SHALL COMPLY WITH SECTION 11B-604.9
WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN’FS
USE AND FOLLOW SUGGESTED DIMENSIONS ON TABLE 11B-604.9. †%

46. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG
TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH
FLOOR OR GROUND. URINALS SHALL BE 13½ INCHES DEEP MINIMUM

MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. †%

47. A CLEAR FLOOR SPACE OR GROUND SPACE COMPLYING
WITH SECTION 11B-305 CLEAR FLOOR OR GROUND SPACE
POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED.
†%

48. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC.

HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION
11B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE
FINISH FLOOR. †%

49. LAVATORIES AND SINKS SHALL COMPLY WITH SECTION
11B-606 LAVATORIES AND SINKS. §11B-606.1

50. FOR LAVATORIES AND SINKS, A CLEAR FLOOR SPACE
COMPLYING WITH SECTION 11B-305 CLEAR FLOOR OR GROUND

SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. †%

51. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE
FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34
INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.
†%

BATHTUBS

52. SHOW CLEARANCE IN FRONT OF BATHTUB. CLEARANCE SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 48 INCHES WIDE MINIMUM FOR FORWARD APPROACH. †% FIGURE
11B-607.2

53. SHOW CLEARANCE IN FRONT OF BATHTUB. CLEARANCE SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 30 INCHES FOR WIDE MINIMUM FOR PARALLEL APPROACH. †%FIGURE
11B-607.2

54. SHOW CLEARANCE THAT EXTENDS 12 INCHES BEYOND THE

WALL AT THE HEAD END OF THE BATHTUB WHERE A

PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE
BATHTUB.†%, FIGURE 11B-607.2

55. PROVIDE A PERMANENT SEAT AT THE HEAD END OF THE
BATHTUB OR A REMOVABLE IN-TUB SEAT. SEATS SHALL COMPLY
WITH 11B-610 SEATS. †%FIGURE 11B-607.2

56. PROVIDE GRAB BARS FOR BATHTUBS PER SECTION 11B-607.4 GRAB BARS. †%FIGURES 11B-607.4.1 AND 11B-607.4.2

57. BATHTUB CONTROL LOCATION SHALL COMPLY WITH FIGURE
11B-607.5 CONTROLS.†%

58. A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES LONG

MINIMUM THAT CAN BE USED AS A FIXED POSITION OR HAND HELD SHOWER SHALL BE PROVIDED. †%

59. ENCLOSURE FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS

OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES SHALL NOT HAVE TRACKS INSTALLED ON THEIR RIMS.†%

SHOWER COMPARTMENTS

60. SHOWERS COMPARTMENT SHALL BE EITHER:

A. STANDARD ROLL-IN TYPE SHOWER COMPARTMENT:
30 INCHES WIDE MINIMUM BY 60 INCHES DEEP MINIMUM

WITH CLEAR INSIDE DIMENSIONS MEASURED AT CENTER

POINTS OF OPPOSING SIDES WITH A FULL OPENING WIDTH ON THE LONG SIDE. A 36 INCH WIDE MINIMUM BY 60 INCHES LONG MINIMUM

CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT.†%OR
B. ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT: 36
INCHES WIDE AND 60 INCHES DEEP MINIMUM CLEAR INSIDE
DIMENSIONS MEASURED AT CENTER POINTS OF OPPOSING SIDES. A 36 INCH WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. †%

61. GRAB BARS IN SHOWERS SHALL COMPLY WITH SECTION
11B-608.3 GRAB BARS. †%

62. PROVIDE A FOLDING SEAT IN ROLL-IN TYPE SHOWER.
†%

63. CONTROLS AND FAUCETS SHALL BE OF A SINGLE-LEVER
DESIGN AND SHALL COMPLY WITH SECTION 11B-309.4
OPERATION. †%

64. IN STANDARD ROLL-IN TYPE SHOWER COMPARTMENTS,

SHOW OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE

INSTALLED IN ON BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 19 INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL; AND SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 478 INCHES ABOVE THE SHOWER FLOOR,
WITH THEIR CENTER LINE AT 39 INCHES TO 41 INCHES
ABOVE THE SHOWER FLOOR. §11B-608.5.2

65. IN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENTS,

SHOW OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE

INSTALLED ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 19 INCHES MINIMUM AND 27 INCHES MAXIMUM FROM THE SEAT WALL; AND SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES ABOVE THE SHOWER FLOOR, WITH
THEIR CENTERLINE AT 39 INCHES TO 41 INCHES ABOVE THE
SHOWER FLOOR. §11B-608.5.3

66. A SHOWER SPRAY UNIT WITH A HOSE 59 INCHES LONG

MINIMUM THAT CAN BE USED BOTH AS A FIXED-POSITION

SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE
PROVIDED. §11B-608.6

67. THRESHOLDS IN ROLL-IN SHOWER COMPARTMENTS SHALL
BE ½ INCH HIGH MAXIMUM. §11B-608.7

68. ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT

OBSTRUCT CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS OR
OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS.
§11B-608.8

69. FLOOR OR GROUND SURFACES OF SHOWERS SHALL COMPLY
WITH SECTION 11B-302.1 FLOOR OR GROUND SURFACES GENERAL AND SHALL BE SLOPED 1:48 (2.083%) MAXIMUM IN ANY DIRECTION.

WHERE DRAINS ARE PROVIDED GRATE OPENINGS SHALL BE ¼ INCH MAXIMUM AND FLUSH WITH THE FLOOR SURFACE. §11B-608.9

70. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40 INCHES

ABOVE THE SHOWER FLOOR, AND WITHIN REACH LIMITS
FROM THE SEAT. §11B-608.9

71. GRAB BARS WITH CIRCULAR CROSS SECTION IN TOILET

FACILITIES AND BATHING FACILITIES SHALL HAVE AN OUTSIDE DIAMETER OF 1¼ INCHES MINIMUM AND 2 INCHES MAXIMUM.
§11B-609.2.1

72. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL
HAVE A CROSS-SECTION DIMENSION OF 2 INCHES MAXIMUM AND A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 4.8 INCHES
MAXIMUM. §11B-609.2.2

73. SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1½ INCHES. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING
OBJECTS BELOW AND AT THE ENDS SHALL BE 1½ INCHES MINIMUM.

THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS
ABOVE SHALL BE 12 INCHES MINIMUM. †%


74. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH

FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN’FS USE COMPLYING WITH SECTION 11B-604.9 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN’FS USE, GRAB BARS SHALL BE INSTALLED IN A
HORIZONTAL POSITION 18 INCHES MINIMUM AND 27 INCHES MAXIMUM

ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.†%


75. THE TOP OF BATHTUB SEATS SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE BATHROOM FINISH FLOOR.
†%

76. THE DEPTH OF A REMOVABLE IN-TUB SEAT SHALL BE 15 INCHES MINIMUM AND 16 INCHES MAXIMUM.†%

77. DIMENSION SHOWER SEATS COMPLIANT WITH FIGURES
11B-610.3 EXTENT OF SEAT, 11B-610.3.1 RECTANGULAR SHOWER SEAT OR 11B-610.3.2 L-SHAPED SHOWER SEAT.†%
11B-610.3.1, 11B-610.3.2

WASHING MACHINE AND CLOTHES DRYERS

78. WASHING MACHINES AND CLOTHES DRYER’FS OPERABLE
PARTS MUST COMPLY WITH SECTION 11B-309 OPERABLE PARTS.
†%

79. TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE
LAUNDRY COMPARTMENT LOCATED 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15
INCHES MINIM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. †%
IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND

LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST

ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL
COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION). AND CHAPTER 9, SECTIONS 907.5.2.1 AND
†%
SIGNS

7. EXCEPT BUILDING DIRECTORIES, MENUS, SEAT AND ROW

DESIGNATIONS IN ASSEMBLY AREAS, OCCUPANT NAMES, BUILDING

ADDRESSES, AND COMPANY NAMES AND LOGOS, NEW OR ALTERED
SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH 11B-216 SIGNS AND SHALL COMPLY WITH 11B-703 SIGNS. THE ADDITION OF OR

REPLACEMENT OF SIGNS SHALL NOT TRIGGER ANY ADDITIONAL
PATH OF TRAVEL REQUIREMENTS. †%

8. IN PARKING FACILITIES, SIGNS PROVIDED SOLELY FOR THE

OPERATION OF VEHICLES SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216.2 DESIGNATIONS, 11B-216.3 DIRECTIONAL AND
INFORMATIONAL SIGNS, AND 11B-216.6 THROUGH 11B-216.12.

9. TEMPORARY, 7 DAYS OR LESS, SIGNS SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216 SIGNS. 10. IN DETENTION AND

CORRECTIONAL FACILITIES, SIGNS NOT LOCATED IN PUBLIC USE AREAS SHALL NOT BE REQUIRED TO COMPLY WITH 11B-216 SIGNS.

11. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT
ROOMS AND SPACES SHALL COMPLY WITH 11B-703.1
GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS. WHERE PICTOGRAMS ARE

PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH 11B-703.6
PICTOGRAMS AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH 11B-703.2 AND%†%(SEE EXCEPTION)

12. SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT

INTERIOR AND EXTERIOR SPACES AND FACILITIES OF THE SITE SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS.†%

13. SIGNS FOR MEANS OF EGRESS SHALL COMPLY WITH 11B-216.4 MEANS OF EGRESS: A. SIGNS REQUIRED BY CHAPTER 10, SECTION 1011.4 AT

DOORS TO DOORS AT EXIT PASSAGEWAYS, EXIT DISCHARGE, AND

EXIT STAIRWAYS SHALL BE IDENTIFIED BY TACTILE SIGNS COMPLYING COMPLY WITH 11B-703.1 GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS.†% B. SIGNS REQUIRED BY SECTION 1003.2.13.5.4 OF THE
INTERNATIONAL BUILDING CODE (2000 EDITION) OR SECTION 1007.6.4 OF THE INTERNATIONAL BUILDING CODE (2003 EDITION)
(INCORPORATED BY REFERENCE, SEE “REFERENCED STANDARDS” IN CHAPTER 1) CHAPTER 10, SECTION 1007.11 TO PROVIDE

INSTRUCTIONS IN AREAS OF REFUGE SHALL COMPLY WITH
11B-703.5 VISUAL CHARACTERS. SIGNS REQUIRED BY CHAPTER 10, SECTION 1007.9 AT DOORS TO AREAS OF REFUGE AND EXTERIOR AREAS FOR ASSISTED RESCUE SHALL COMPLY WITH 11B-703.1
GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS AND INCLUDE AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. †%
C. SIGNS REQUIRED BY SECTION 1003.2.13.6 OF THE
INTERNATIONAL BUILDING CODE (2000 EDITION) OR SECTION 1007.7 OF THE INTERNATIONAL BUILDING CODE (2003 EDITION)
(INCORPORATED BY REFERENCE, SEE “REFERENCED STANDARDS” IN CHAPTER 1) CHAPTER 10, SECTION 1007.10 TO PROVIDE DIRECTIONS TO ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS. †%
D. SIGNS REQUIRED BY CHAPTER 10, SECTION 1008.1.9.7, ITEM 5.1 AT DOORS WITH DELAYED EGRESS LOCKS SHALL COMPLY WITH 11B-703.1GENERAL, 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.5 VISUAL CHARACTERS. †%

14. PARKING SPACES COMPLYING WITH 11B-502 PARKING SPACES SHALL BE IDENTIFIED BY SIGNS COMPLYING WITH 11B-502.6
IDENTIFICATION. †%

15. IN RESIDENTIAL FACILITIES, WHERE PARKING SPACES ARE

ASSIGNED TO SPECIFIC RESIDENTIAL DWELLING UNITS,

IDENTIFICATION OF ACCESSIBLE PARKING SPACES SHALL NOT BE REQUIRED.

16. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL
ENTRANCES COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES,

COMPLIANT ENTRANCES SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5

VISUAL CHARACTERS THAT INDICATE THE LOCATION OF THE
NEAREST ENTRANCE COMPLYING WITH 11B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH 11B-404 DOORS,
DOORWAYS, AND GATES. DIRECTIONAL SIGNS COMPLYING WITH
11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA COMPLYING WITH 11B-703.7.2.1 ISA, INDICATING THE ACCESSIBLE ROUTE TO THE

NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT

JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE
REGULAR CIRCULATION PATH.†% (SEE EXCEPTIONS)

17. WHERE EXISTING ELEVATORS DO NOT COMPLY WITH 11B-407

ELEVATORS, COMPLIANT ELEVATORS SHALL BE CLEARLY IDENTIFIED

WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)
COMPLYING WITH 11B-703.7.2.1 ISA. EXISTING BUILDINGS THAT

HAVE BEEN REMODELED TO PROVIDE SPECIFIC ELEVATORS FOR

PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS

SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE

ELEVATORS POSTED IN THE BUILDING LOBBY ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE ISA
COMPLYING WITH 11B-703.7.2.1 ISA. †%

18. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS
COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING

TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH
11B-603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS

INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED.

SIGNS SHALL COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND

SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B-603 TOILET

AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS
COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE

IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA.†%

20. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO 11B- 213.2

TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE

IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. †%

21. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO

PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC

USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE

THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED

IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN
COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH 11B-703.7.2.1 ISA. §11B-216.8

22. IDENTIFICATION AND DIRECTIONAL SIGNS FOR PUBLIC TTYS SHALL BE PROVIDED IN ACCORDANCE WITH 11B-216.9 TTYS.
§11B-216.9
A. PUBLIC TTYS SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF TTY COMPLYING WITH
11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY.
†%
 B. DIRECTIONAL SIGNS INDICATING THE LOCATION OF

THE NEAREST PUBLIC TTY SHALL BE PROVIDED AT ALL

BANKS OF PUBLIC PAY TELEPHONES NOT CONTAINING A
PUBLIC TTY. IN ADDITION, WHERE SIGNS PROVIDE

DIRECTION TO PUBLIC PAY TELEPHONES, THEY SHALL
ALSO PROVIDE DIRECTION TO PUBLIC TTYS. IF A FACILITY

HAS NO BANKS OF TELEPHONES, THE DIRECTIONAL

SIGNAGE SHALL BE PROVIDED AT THE ENTRANCE OR IN A
BUILDING DIRECTORY. DIRECTIONAL SIGNS SHALL
COMPLY WITH 11B-703.5 AND SHALL INCLUDE THE

INTERNATIONAL SYMBOL OF TTY COMPLYING WITH
11B-703.7.2.2. †%


23. EACH ASSEMBLY AREA REQUIRED BY 11B-219 ASSISTIVE

LISTENING SYSTEMS TO PROVIDE ASSISTIVE LISTENING

SYSTEMS SHALL PROVIDE SIGNS INFORMING PATRONS OF THE
AVAILABILITY OF THE ASSISTIVE LISTENING SYSTEM. THE SIGN SHALL INCLUDE WORDING THAT STATES "ASSISTIVE-LISTENING
SYSTEM AVAILABLE” AND SHALL BE POSTED IN A PROMINENT
PLACE AT OR NEAR THE ASSEMBLY AREA ENTRANCE.

ASSISTIVE LISTENING SIGNS SHALL COMPLY WITH 11B-703.5

VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL

SYMBOL OF ACCESS FOR HEARING LOSS COMPLYING WITH
11B-703.7.2.4 ASSISTIVE LISTENING SYSTEMS.†% (SEE

EXCEPTION)

24. WHERE MORE THAN ONE CHECK-OUT AISLE IS PROVIDED,
CHECK-OUT AISLES COMPLYING WITH 11B-904.3 CHECK- OUT

AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH
11B-904.3.4 IDENTIFICATION SIGN. WHERE CHECKOUT AISLES

ARE IDENTIFIED BY NUMBERS, LETTERS, OR FUNCTIONS, SIGNS IDENTIFYING CHECK-OUT AISLES COMPLYING WITH 11B-904.3

CHECK-OUT AISLES SHALL BE LOCATED IN THE SAME
LOCATION AS THE CHECK-OUT AISLE IDENTIFICATION.
†% (SEE EXCEPTION)

25. SIGNS IDENTIFYING THE TYPE OF ACCESS PROVIDED ON

AMUSEMENT RIDES SHALL BE PROVIDED AT ENTRIES TO
QUEUES AND WAITING LINES. IN ADDITION, WHERE

ACCESSIBLE UNLOAD AREAS ALSO SERVE AS ACCESSIBLE

LOAD AREAS, SIGNS INDICATING THE LOCATION OF THE

ACCESSIBLE LOAD AND UNLOAD AREAS SHALL BE PROVIDED
AT ENTRIES TO QUEUES AND WAITING LINES. SIGNS SHALL
COMPLY WITH 11B-703.5 VISUAL CHARACTERS AND SHALL

INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH 11B-703.7.2.1 ISA. †%

26. WHERE CLEANER AIR SYMBOLS ARE PROVIDED, THEY SHALL
COMPLY WITH 11B-216.13 CLEANER AIR SYMBOL. 27. SIGNS
SHALL COMPLY WITH 11B-703 SIGNS. WHERE BOTH VISUAL AND

TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH

BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE

SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE
CHARACTERS, SHALL BE PROVIDED.†%
A. SIGNS AS SPECIFIED IN SECTION 11B-703 SIGNS, OR IN

OTHER SECTIONS OF THIS CODE, WHEN INCLUDED IN

THE CONSTRUCTION OF NEW BUILDINGS OR FACILITIES,

OR WHEN INCLUDED, ALTERED OR REPLACED DUE TO

ADDITIONS, ALTERATIONS OR RENOVATIONS TO

EXISTING BUILDINGS OR FACILITIES, AND WHEN A PERMIT
IS REQUIRED, SHALL COMPLY WITH 11B-703.1.1.1 PLAN REVIEW AND 11B-703.1.1.2 INSPECTION. †% B. PLANS, SPECIFICATIONS OR OTHER INFORMATION

INDICATING COMPLIANCE WITH THESE REGULATIONS

SHALL BE SUBMITTED TO THE ENFORCING AGENCY FOR
REVIEW AND APPROVAL†%
C. SIGNS AND IDENTIFICATION DEVICES SHALL BE FIELD

INSPECTED AFTER INSTALLATION AND APPROVED BY

THE ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A
FINAL CERTIFICATE OF OCCUPANCY PER CHAPTER 1,
DIVISION II, SECTION 111, OR FINAL APPROVAL WHERE
NO CERTIFICATE OF OCCUPANCY IS ISSUED. THE

INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO,

VERIFICATION THAT BRAILLE DOTS AND CELLS ARE

PROPERLY SPACED AND THE SIZE, PROPORTION AND

TYPE OF RAISED CHARACTERS ARE IN COMPLIANCE
WITH THESE REGULATIONS. †%

28. RAISED CHARACTERS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH 11B-703.3 BRAILLE. RAISED CHARACTERS SHALL BE INSTALLED IN ACCORDANCE WITH 11B-703.4 INSTALLATION HEIGHT AND
LOCATION. †%
A. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM
ABOVE THEIR BACKGROUND. †% B. CHARACTERS SHALL BE UPPERCASE.†% C. CHARACTERS SHALL BE SANS SERIF. CHARACTERS

SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY
DECORATIVE, OR OF OTHER UNUSUAL FORMS.
†%
D. CHARACTERS SHALL BE SELECTED FROM FONTS
WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS
55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM
OF THE HEIGHT OF THE UPPERCASE LETTER “I”.
†%
E. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE
BASELINE OF THE CHARACTER SHALL BE 5/8 INCH
MINIMUM AND 2 INCHES MAXIMUM BASED ON THE
HEIGHT OF THE UPPERCASE LETTER “I”.†%
F. STROKE THICKNESS OF THE UPPERCASE LETTER “I”
SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE
CHARACTER. †%
G. CHARACTER SPACING SHALL BE MEASURED BETWEEN

THE TWO CLOSEST POINTS OF ADJACENT RAISED

CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD
SPACES. WHERE CHARACTERS HAVE RECTANGULAR

CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL
RAISED CHARACTERS SHALL BE 1/8 INCH MINIMUM AND
4 TIMES THE RAISED CHARACTER STROKE WIDTH
MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS

SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED
CHARACTERS SHALL BE 1/16 INCH MINIMUM AND 4 TIMES

THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT
THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH
MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE
WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS.

CHARACTERS SHALL BE SEPARATED FROM RAISED
BORDERS AND DECORATIVE ELEMENTS 3/8 INCH
MINIMUM. †%
H. SPACING BETWEEN THE BASELINES OF SEPARATE LINES

OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE
135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF
THE RAISED CHARACTER HEIGHT.†%, TEXT SHALL BE IN A HORIZONTAL FORMAT. †%

31. VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING,
EXCEPT WHERE VISUAL CHARACTERS COMPLY WITH 11B-703.2

RAISED CHARACTERS AND ARE ACCOMPANIED BY BRAILLE
COMPLYING WITH 11B-703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH 11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9:

A. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A
NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR

BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK
BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
†%
B. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR
A COMBINATION OF BOTH. †%
C. CHARACTERS SHALL BE CONVENTIONAL IN FORM.

CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. †%
D. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE
THE WIDTH OF THE UPPERCASE LETTER “O” IS 55 60 PERCENT
MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE
UPPERCASE LETTER “I”. †%
E. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH
TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE

HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN

OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE
SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE
LETTER “I”. †% (SEE EXCEPTION)
F. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM
ABOVE THE FINISH FLOOR OR GROUND. †% (SEE

EXCEPTIONS)
G. STROKE THICKNESS OF THE UPPERCASE LETTER
“I” SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. †%
H. CHARACTER SPACING SHALL BE MEASURED BETWEEN

THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. †%
I. SPACING BETWEEN THE BASELINES OF SEPARATE LINES
OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT
MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. †%

J. TEXT SHALL BE IN A HORIZONTAL FORMAT. †%

32. PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING:

A. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES
MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. †%
B. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NONGLARE
FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH

EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK
PICTOGRAM ON A LIGHT FIELD. †%
C. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED
DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS
SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. †%

34. SYMBOLS SHALL COMPLY WITH THE FOLLOWING:

A. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL
COMPLY WITH FIGURE 11B-703.7.2.1 ISA. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. †% (SEE

EXCEPTION)
B. THE INTERNATIONAL SYMBOL OF TTY SHALL COMPLY
WITH FIGURE 11B-703.7.2.2.

C. TELEPHONES WITH A VOLUME CONTROL SHALL BE

IDENTIFIED BY A PICTOGRAM OF A TELEPHONE HANDSET WITH

RADIATING SOUND WAVES ON A SQUARE FIELD SUCH AS SHOWN IN FIGURE 11B-703.7.2.3.

D. ASSISTIVE LISTENING SYSTEMS SHALL BE IDENTIFIED BY

THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
COMPLYING WITH FIGURE 11B-703.7.2.4.

E. ROOMS, FACILITIES AND PATHS OF TRAVEL THAT ARE

ACCESSIBLE TO AND USABLE BY PEOPLE WHO ARE ADVERSELY

IMPACTED BY AIRBORNE CHEMICALS OR PARTICULATE(S) AND/OR

THE USE OF ELECTRICAL FIXTURES AND/OR DEVICES SHALL BE

IDENTIFIED BY THE CLEANER AIR SYMBOL COMPLYING WITH FIGURE 11B-703.7.2.5. THIS SYMBOL IS TO BE USED STRICTLY FOR PUBLICLY

FUNDED FACILITIES OR ANY FACILITIES LEASED OR RENTED BY STATE OF CALIFORNIA, NOT CONCESSIONAIRES. THE SYMBOL,
WHICH SHALL INCLUDE THE TEXT “CLEANER AIR” AS SHOWN, SHALL

BE DISPLAYED EITHER AS A NEGATIVE OR POSITIVE IMAGE WITHIN A SQUARE THAT IS A MINIMUM OF 6 INCHES ON EACH SIDE. THE
SYMBOL MAY BE SHOWN IN BLACK AND WHITE OR IN COLOR. WHEN COLOR IS USED, IT SHALL BE FEDERAL BLUE (COLOR NO. 15090 FEDERAL STANDARD 595B) ON WHITE, OR WHITE ON FEDERAL BLUE.

THERE SHALL BE AT LEAST A 70-PERCENT COLOR CONTRAST

BETWEEN THE BACKGROUND OF THE SIGN FROM THE SURFACE THAT IT IS MOUNTED ON. †%
F. DOORWAYS LEADING TO TOILET ROOMS AND BATHING

ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND
SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL.

WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED
WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR.
†% (SEE EXCEPTION
)
G. MEN’S TOILET AND BATHING FACILITIES SHALL BE
IDENTIFIED BY AN EQUILATERAL TRIANGLE, ¼ INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE

TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.
†%
H. WOMEN’FS TOILET AND BATHING FACILITIES SHALL BE
IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER.

THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER
LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. †%
I. UNISEX TOILET AND BATHING FACILITIES SHALL BE
IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER WITH A ¼ INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER.

THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL,

EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT
BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE

DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. †%
j. EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR
EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF ⅛ INCH. †%
. K. POLE-SUPPORTED PEDESTRIAN TRAFFIC-CONTROL

BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2 INCHES IN WIDTH
ENCIRCLING THE POLE, AND A 1-INCH-WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR CODING SHALL BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL
BUTTONS SHALL BE LOCATED NO HIGHER THAN 48 INCHES ABOVE THE GROUND SURFACE ADJACENT TO THE POLE. †%

TELEPHONES

35. WHERE COIN-OPERATED PUBLIC PAY TELEPHONES, COIN LESS

PUBLIC PAY TELEPHONES, PUBLIC CLOSED-CIRCUIT TELEPHONES,

PUBLIC COURTESY PHONES, OR OTHER TYPES OF PUBLIC

TELEPHONES ARE PROVIDED, PUBLIC TELEPHONES SHALL BE
PROVIDED IN ACCORDANCE WITH 11B-217 TELEPHONES FOR EACH TYPE OF PUBLIC TELEPHONE PROVIDED. FOR PURPOSES OF THIS

SECTION, A BANK OF TELEPHONES SHALL BE CONSIDERED TO BE TWO OR MORE ADJACENT TELEPHONES.†%

36. EXCEPT DRIVE-UP ONLY PUBLIC TELEPHONES, WHERE PUBLIC

TELEPHONES ARE PROVIDED, WHEELCHAIR ACCESSIBLE
TELEPHONES COMPLYING WITH 11B-704.2 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-217.2. †%

37. PROVIDE (______) WHEELCHAIR ACCESSIBLE TELEPHONES IN ACCORDANCE WITH TABLE 11B-217.2.

38. ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROLS
COMPLYING WITH 11B-704.3.†%

39. TTYS COMPLYING WITH 11B-704.4 SHALL BE PROVIDED IN
ACCORDANCE WITH 11B-217.4.

40. WHERE A BANK OF TELEPHONES IN THE INTERIOR OF A

BUILDING CONSISTS OF THREE OR MORE PUBLIC PAY TELEPHONES,

AT LEAST ONE PUBLIC PAY TELEPHONE AT THE BANK SHALL BE

PROVIDED WITH A SHELF AND AN ELECTRICAL OUTLET IN
ACCORDANCE WITH 11B-704.5. §11B-217.5 (SEE EXCEPTIONS)

ASSISTIVE LISTENING SYSTEMS

41. ASSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN

ASSEMBLY AREAS, INCLUDING CONFERENCE AND MEETING ROOMS,

USED FOR THE PURPOSE OF ENTERTAINMENT, EDUCATIONAL OR
CIVIC GATHERINGS, OR SIMILAR PURPOSES. ††%

NOTE: ASSEMBLY AREAS INCLUDE, BUT ARE NOT LIMITED

TO, CLASSROOMS, LECTURE HALLS, COURTROOMS, PUBLIC

MEETING ROOMS, PUBLIC HEARING ROOMS, LEGISLATIVE

CHAMBERS, MOTION PICTURE HOUSES, AUDITORIA,

THEATERS, PLAYHOUSES, DINNER THEATERS, CONCERT HALLS,

CENTERS FOR THE PERFORMING ARTS, AMPHITHEATERS,

ARENAS, STADIUMS, GRANDSTANDS, OR CONVENTION
CENTERS.††%


42. ASSISTIVE LISTENING SYSTEM SHALL PROVIDE AN

AMPLIFICATION SYSTEM UTILIZING TRANSMITTERS, RECEIVERS, AND

COUPLING DEVICES TO BYPASS THE ACOUSTICAL SPACE BETWEEN A

SOUND SOURCE AND A LISTENER BY MEANS OF INDUCTION LOOP, RADIO FREQUENCY, INFRARED, OR DIRECT-WIRED EQUIPMENT. †

43. PROVIDE (______) ASSISTIVE LISTENING SYSTEMS. A MINIMUM NUMBER OF RECEIVERS EQUAL TO 4 PERCENT OF THE TOTAL
NUMBER OF SEATS, BUT IN NO CASE LESS THAN TWO. †%


44. WHERE A BUILDING CONTAINS MORE THAN ONE ASSEMBLY

AREA UNDER ONE MANAGEMENT, THE TOTAL NUMBER OF

REQUIRED RECEIVERS MAY BE CALCULATED USING THE TOTAL

NUMBER OF SEATS IN THE ASSEMBLY AREAS PROVIDED THAT ALL RECEIVERS ARE USABLE WITH ALL SYSTEMS. †%
(SEE

EXCEPTIONS)

45. TWENTY-FIVE PERCENT MINIMUM OF RECEIVERS PROVIDED

FOR ASSISTIVE LISTENING SYSTEMS, BUT NO FEWER THAN TWO,

SHALL BE HEARING-AID COMPATIBLE WITH EXCEPT WHEN ALL SEATS

IN AN ASSEMBLY AREA ARE SERVED BY MEANS OF AN INDUCTION LOOP. §11B-219.3

46. WHEN ASSISTIVE-LISTENING SYSTEMS ARE LIMITED TO

SPECIFIC AREAS OR SEATS, SUCH AREAS OR SEATS SHALL BE
WITHIN A 50-FOOT VIEWING DISTANCE OF THE STAGE OR PLAYING

AREA AND SHALL HAVE A COMPLETE VIEW OF THE STAGE OR
PLAYING AREA. †%


47. PERMANENTLY INSTALLED ASSISTIVE-LISTENING SYSTEMS ARE REQUIRED IN AREAS IF (1) THEY HAVE FIXED SEATING AND (2A) THEY ACCOMMODATE AT LEAST 50 PERSONS OR (2B) THEY HAVE

AUDIO-AMPLIFICATION SYSTEMS, EXCEPT THOSE USED EXCLUSIVELY FOR PAGING AND/OR BACKGROUND MUSIC. §11B-219.2, †% 

48. PORTABLE ASSISTIVE-LISTENING SYSTEMS MAY SERVE MORE

THAN ONE CONFERENCE OR MEETING ROOMS IF AN ADEQUATE

NUMBER OF ELECTRICAL OUTLETS OR OTHER SUPPLEMENTARY

WIRING IS PROVIDED AND PERMANENTLY INSTALLED SYSTEMS ARE NOT REQUIRED. †%


49. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1/8 INCH STANDARD MONO JACK.
†%

50. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL

INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE
PROVISION OF NECKLOOPS. †%

51. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OF
PROVIDING A SOUND PRESSURE LEVEL FROM 110 – 118 DB WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 DB. †%

52. SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18 DB MINIMUM.
†%

53. PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING
RELATIVE TO THE PEAKS OF SPEECH. †%

AUTOMATIC TELLER MACHINES, FARE MACHINES AND

POINT-OF-SALE DEVICES

54. ELECTRONIC INFORMATION PROCESSING DEVICES THAT

ACCEPT OR DISPENSE CASH IN CONNECTION WITH A CREDIT,

DEPOSIT OR CONVENIENCE ACCOUNT SHALL COMPLY WITH THE
REQUIREMENTS FOR AUTOMATIC TELLER MACHINES (ATMS). † †%

55. DEVICES USED FOR THE PURCHASE OF GOODS OR SERVICES

THAT REQUIRE A PERSONAL IDENTIFICATION NUMBER (PIN), ZIP CODE

OR SIGNATURE SHALL COMPLY WITH THE REQUIREMENTS FOR
POINT-OF-SALE DEVICES (POS).††%

56. ALL AUTOMATIC TELLER MACHINES, FARE MACHINES AND

POINT-OF-SALE DEVICES SHALL DISPLAY CHARACTERS IN A SANS SERIF FONT. CHARACTERS SHALL BE AT LEAST 3/16 INCH HIGH BASED ON THE UPPERCASE LETTER "I". CHARACTERS SHALL CONTRAST

WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A

DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT
BACKGROUND. †%†%

57. WALK-UP AUTOMATIC TELLER MACHINES, FARE MACHINES AND

POINT-OF-SALE DEVICES SHALL COMPLY WITH ALL REQUIREMENTS OF SECTIONS 11B-305 CLEAR FLOOR OR GROUND SPACE AND 11B-309 OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE TO BE

DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION,
UNLESS A CLEAR OR CORRECT KEY IS PROVIDED. †%%

58. DRIVE-UP ONLY AUTOMATIC TELLER MACHINES, FARE

MACHINES AND POINT-OF-SALE DEVICES SHALL BE OPERABLE WITH

ONE HAND WITHOUT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND USE NO MORE THAN 5 POUNDS TO
ACTIVATE OPERABLE PARTS. EACH OPERABLE PART SHALL BE ABLE

TO BE DIFFERENTIATED BY SOUND OR TOUCH, WITHOUT ACTIVATION, UNLESS A CLEAR OR CORRECT KEY IS PROVIDED. †%

59. POINT-OF-SALE DEVICES WHEN PROVIDED AT CHECK STANDS

AND SALES AND SERVICE COUNTERS AND ALL AUTOMATIC TELLER

MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME

DEGREE OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL
INDIVIDUALS. †%†%


60. WHERE BINS ARE PROVIDED FOR ENVELOPES, WASTEPAPER,

OR OTHER PURPOSES TO SERVE AUTOMATIC TELLER AND FARE

MACHINES, AT LEAST ONE OF EACH TYPE SHALL COMPLY WITH THE

REQUIREMENTS FOR CLEAR FLOOR SPACE, HEIGHT AND
OPERABLE PARTS IN SECTION 11B-811 STORAGE. †%

61. AUTOMATIC TELLER AND FARE MACHINES SHALL BE SPEECH
ENABLED. SPEECH SHALL BE DELIVERED THROUGH A MECHANISM

THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT

LIMITED TO, AN INDUSTRY STANDARD CONNECTOR OR A TELEPHONE HANDSET. SPEECH SHALL BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED. †%

62. FOR AUTOMATIC TELLER AND FARE MACHINES, OPERATING

INSTRUCTIONS AND ORIENTATION, VISIBLE TRANSACTION PROMPTS,

USER INPUT VERIFICATION, ERROR MESSAGES, AND ALL DISPLAYED

INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND
INDEPENDENTLY USABLE BY INDIVIDUALS WITH VISION IMPAIRMENTS. †%

63. SPEECH ON AUTOMATIC TELLER AND FARE MACHINES SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED. SPEECH OUTPUT

FOR ANY SINGLE FUNCTION MAY BE AUTOMATICALLY
INTERRUPTED WHEN A TRANSACTION IS SELECTED. VOLUME
CONTROL SHALL BE PROVIDED FOR THE SPEECH FUNCTION.
†%

64. SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER AND FARE

MACHINES THAT PROVIDE RECEIPTS SHALL PROVIDE AUDIBLE

BALANCE INQUIRY INFORMATION, ERROR MESSAGES, AND ALL

OTHER INFORMATION ON THE PRINTED RECEIPT NECESSARY TO

COMPLETE OR VERIFY THE TRANSACTION UNLESS OTHERWISE
EXEMPTED. †%

65. SPEECH OUTPUT DEVICES ON AUTOMATIC TELLER AND FARE

MACHINES THAT PROVIDE RECEIPTS SHALL NOT REQUIRE THE
FOLLOWING TO BE AUDIBLE: MACHINE LOCATION, DATE AND TIME OF

TRANSACTION, CUSTOMER ACCOUNT NUMBER, AND THE MACHINE
IDENTIFIER; INFORMATION ON PRINTED RECEIPTS THAT DUPLICATES INFORMATION AVAILABLE ONSCREEN; AND PRINTED COPIES OF BANK STATEMENTS AND CHECKS. †%

66. AUTOMATIC TELLER AND FARE MACHINES SHALL PROVIDE AT

LEAST ONE TACTILE DISCERNIBLE INPUT CONTROL FOR EACH
FUNCTION. WHERE PROVIDED, KEY SURFACES NOT ON ACTIVE

AREAS OF DISPLAY SCREENS, SHALL BE RAISED ABOVE
SURROUNDING SURFACES. WHERE MEMBRANE KEYS ARE THE ONLY

METHOD OF INPUT, EACH SHALL BE TACTILE DISCERNIBLE FROM SURROUNDING SURFACES AND ADJACENT KEYS. †%

67. NUMERIC KEYS ON AUTOMATIC TELLER AND FARE MACHINES
SHALL BE ARRANGED IN A 12-KEY ASCENDING OR DESCENDING
TELEPHONE KEYPAD LAYOUT. THE NUMBER FIVE KEY SHALL BE
TACTILE DISTINCT FROM THE OTHER KEYS. †%

68. FUNCTION KEYS ON AUTOMATIC TELLER AND FARE MACHINES SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES.

CHARACTERS AND SYMBOLS ON KEY SURFACES SHALL CONTRAST
VISUALLY FROM KEY SURFACES. VISUAL CONTRAST SHALL BE EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT EXCEPT FOR TACTILE SYMBOLS. †%

69. AT LEAST 50 PERCENT OF WALK-UP AUTOMATIC TELLER OR

FARE MACHINES SHALL HAVE DISPLAY SCREENS THAT ARE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE THE CENTER OF THE
CLEAR FLOOR SPACE IN FRONT OF THE MACHINE. †%

70. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE
MACHINES ARE MOUNTED VERTICALLY OR NO MORE THAN 30

DEGREES TIPPED AWAY FROM THE VIEWER, THE CENTER LINE OF

THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 52 INCHES ABOVE THE FLOOR OR GROUND SURFACE.
†%

71. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE
MACHINES ARE MOUNTED BETWEEN 30 DEGREES AND 60 DEGREES

TIPPED AWAY FROM THE VIEWER, THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 44 INCHES ABOVE THE FLOOR OR GROUND SURFACE. †%

72. WHERE DISPLAY SCREENS FOR AUTOMATIC TELLER OR FARE
MACHINES ARE MOUNTED NO LESS THAN 60 DEGREES AND NO MORE THAN 90 DEGREES (HORIZONTAL) TIPPED AWAY FROM THE VIEWER,

THE CENTER LINE OF THE DISPLAY SCREEN AND OTHER DISPLAY DEVICES SHALL BE NO MORE THAN 34 INCHES ABOVE THE FLOOR OR GROUND SURFACE. †%

73. AUTOMATIC TELLER AND FARE MACHINES SHALL HAVE

INSTRUCTIONS FOR INITIATING THE SPEECH MODE PROVIDED IN CONTRACTED (GRADE 2) BRAILLE. BRAILLE DOTS SHALL HAVE A

DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH THE BRAILLE DIMENSION REQUIREMENTS OF TABLE 11B-703.3.1. BRAILLE

UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE

THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES,
INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. †%

74. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH

SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL BE EQUIPPED

WITH A TACTILE DISCERNIBLE NUMERICAL KEYPAD, RADIO

FREQUENCY IDENTIFICATION DEVICE, FINGERPRINT BIOMETRICS OR OTHER ACCESSIBLE EQUIVALENT TECHNOLOGY. §11B-220.2,
†%

75. POINT-OF-SALE SYSTEMS THAT INCLUDE A VIDEO TOUCH

SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL ENABLE A

VISUALLY IMPAIRED PERSON TO ENTER HIS OR HER OWN PERSONAL

IDENTIFICATION NUMBER OR ANY OTHER PERSONAL INFORMATION

NECESSARY TO PROCESS THE TRANSACTION IN A MANNER THAT

PROVIDES THE OPPORTUNITY FOR THE SAME DEGREE OF PRIVACY INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. †% †%

76. TACTILE DISCERNIBLE NUMERICAL KEYPADS ON POINT-OFSALE

SYSTEMS SHALL BE SIMILAR TO A TELEPHONE KEYPADS CONTAINING A RAISED DOT ON THE NUMBER 5 KEY WITH A DOT BASE DIAMETER FROM 1.5 TO 1.6 MM AND A HEIGHT FROM 0.6 TO 0.9 MM. †% 

13. IN ROW SEATING, COMPANION SEATS SHALL BE LOCATED TO

PROVIDE SHOULDER ALIGNMENT WITH ADJACENT WHEELCHAIR
SPACES.†%

14. COMPANION SEATS SHALL BE EQUIVALENT IN SIZE, QUALITY, COMFORT, AND AMENITIES TO THE SEATING IN THE IMMEDIATE AREA.

COMPANION SEATS SHALL BE PERMITTED TO BE MOVEABLE.
†%

15. AT LEAST 5 PERCENT OF THE TOTAL NUMBER OF AISLE SEATS

PROVIDED SHALL COMPLY WITH THE FOLLOWING AND SHALL BE THE AISLE SEATS LOCATED CLOSEST TO ACCESSIBLE ROUTES. †% A. WHERE ARMRESTS ARE PROVIDED ON SEATING IN THE

AREA, SHOW FOLDING OR RETRACTABLE ARMRESTS ON THE AISLE SIDE OF DESIGNATED AISLE SEATS. †%
B. EACH DESIGNATED AISLE SEAT SHALL BE IDENTIFIED BY

THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN
C. SIGNAGE SHALL BE POSTED AT THE TICKET OFFICE
NOTIFYING PATRONS OF THEIR AVAILABILITY. †%

16. AT LEAST 1 PERCENT OF THE TOTAL NUMBER OF SEATS, AND

NO FEWER THAN TWO, SHALL BE SEMI-AMBULANT SEATS WITH AT LEAST 24 INCHES CLEAR LEG SPACE BETWEEN THE FRONT OF THE

SEAT TO THE NEAREST OBSTRUCTION OR THE BACK OF THE SEAT IN FRONT.†% †%DRESSING, FITTING, AND LOCKER ROOMS

17. WHERE DRESSING ROOMS, FITTING ROOMS, OR LOCKER
ROOMS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN

ONE, OF EACH TYPE OF USE IN EACH CLUSTER PROVIDED SHALL COMPLY WITH THE FOLLOWING: †%AND†%
A. A 60 INCH DIAMETER CIRCULAR TURNING SPACE OR A
T-SHAPED TURNING SPACE COMPLYING WITH 11B-304.3.2 T-SHAPED SPACES SHALL BE PROVIDED WITHIN THE ROOM.

B. DOORS SHALL NOT SWING INTO THE ROOM UNLESS A

TURNING SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR
SWING.

C. A BENCH COMPLYING WITH 11B-903 BENCHES SHALL BE
PROVIDED WITHIN THE ROOM. THE BENCH SEAT SHALL BE 48 INCH MINIMUM LONG, 20 TO 24 INCH DEEP, AND A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 CLEAR FLOOR OR GROUND SPACE SHALL

BE PROVIDED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH. THE BENCH SHALL PROVIDE FOR

BACK SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG DIMENSION. THE TOP OF THE BENCH SEAT SHALL BE 17 TO 19 INCHES ABOVE THE FINISH FLOOR. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED

FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE.

D. COAT HOOKS SHALL BE NO HIGHER THAN 48 INCHES

FROM THE FLOOR AND SHALL NOT BE LOCATED ABOVE THE BENCH OR OTHER SEATING IN THE ROOM.

E. SHELVES SHALL BE 40 INCHES MINIMUM AND 48 INCHES
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

F. FULL-LENGTH MIRRORS, AT LEAST 18 INCHES WIDE BY 54

INCHES HIGH, SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 20 INCHES MAXIMUM ABOVE THE FINISH
FLOOR. MIRRORS SHALL BE MOUNTED IN A POSITION AFFORDING A

VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION.

KITCHENS, KITCHENETTES AND WET BARS

18. DIMENSION 40 INCH MINIMUM CLEARANCE BETWEEN
COUNTERS, APPLIANCES, OR CABINETS IN PASS THROUGH KITCHENS.

PASS THROUGH KITCHENS SHALL HAVE TWO ENTRIES. †%

19. DIMENSION 60 INCH MINIMUM CLEARANCE BETWEEN OPPOSING

BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS IN
U-SHAPED KITCHENS. †%

20. IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 11B-809 RESIDENTIAL DWELLING UNITS, AT LEAST ONE 30 INCH WIDE

MINIMUM SECTION OF COUNTER SHALL PROVIDE A KITCHEN WORK SURFACE THAT COMPLIES WITH THE FOLLOWING: †%
A. A 30 INCH WIDE BY 48 INCH DEEP FORWARD APPROACH
CLEAR FLOOR SPACE SHALL BE PROVIDED. THE CLEAR FLOOR SPACE

SHALL BE CENTERED ON THE KITCHEN WORK SURFACE AND SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH 11B-306 KNEE AND TOE CLEARANCE. EXCEPTION: CABINETRY SHALL BE PERMITTED PROVIDED ALL OF THE FOLLOWING ARE MET:

I. THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR
REPLACEMENT OF THE KITCHEN WORK SURFACE;
II. THE FINISH FLOOR EXTENDS UNDER THE CABINETRY; AND
III. THE WALLS BEHIND AND SURROUNDING THE CABINETRY
ARE FINISHED.

B. THE KITCHEN WORK SURFACE SHALL BE 34 INCHES
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: A

COUNTER THAT IS ADJUSTABLE TO PROVIDE A KITCHEN WORK
SURFACE AT VARIABLE HEIGHTS, 29 INCHES MINIMUM AND 36 INCHES MAXIMUM, SHALL BE PERMITTED.

C. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES
UNDER THE WORK SURFACE COUNTERS. 21. SINKS SHALL COMPLY WITH 11B-606 LAVATORIES AND SINKS. †%

21. SINKS SHALL COMPLY WITH 11B-606 LAVATORIES AND SINKS. †%

22. AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11B-811 STORAGE. †%

23. KITCHEN APPLIANCES SHALL COMPLY WITH THE FOLLOWING:
†% A. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED AT EACH KITCHEN APPLIANCE. CLEAR FLOOR OR GROUND SPACES
SHALL BE PERMITTED TO OVERLAP.

B. ALL APPLIANCE CONTROLS SHALL COMPLY WITH 11B-309
OPERABLE PARTS. (SEE EXCEPTIONS)
C. CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED
ADJACENT TO THE DISHWASHER DOOR. THE DISHWASHER DOOR, IN

THE OPEN POSITION, SHALL NOT OBSTRUCT THE CLEAR FLOOR OR GROUND SPACE FOR THE DISHWASHER OR THE SINK.

D. AT THE RANGE OR COOK TOP, WHERE A FORWARD

APPROACH IS PROVIDED, THE CLEAR FLOOR OR GROUND SPACE

SHALL PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH
11B-306. WHERE KNEE AND TOE SPACE IS PROVIDED, THE UNDERSIDE

OF THE RANGE OR COOK TOP SHALL BE INSULATED OR OTHERWISE

CONFIGURED TO PREVENT BURNS, ABRASIONS, OR ELECTRICAL
SHOCK. THE LOCATION OF CONTROLS SHALL NOT REQUIRE
REACHING ACROSS BURNERS.

E. OVENS SHALL COMPLY WITH THE FOLLOWING:

I. SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK
SURFACE REQUIRED BY 11B-804.3 KITCHEN AND WORK

SURFACES POSITIONED ADJACENT TO THE LATCH SIDE
OF THE OVEN DOOR.

II. BOTTOM-HINGED DOOR OVENS SHALL HAVE THE
WORK SURFACE REQUIRED BY 11B-804.3 KITCHEN AND

WORK SURFACES POSITIONED ADJACENT TO ONE SIDE
OF THE DOOR.

III. OVENS SHALL HAVE CONTROLS ON FRONT PANELS.

F. COMBINATION REFRIGERATORS AND FREEZERS SHALL
HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE CLEAR

FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL

APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR /

FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24 INCHES MAXIMUM FROM THE CENTERLINE OF THE DEDICATED SPACE. MEDICAL CARE AND LONG-TERM CARE FACILITIES

29. BRAILLE SHALL BE CONTRACTED (GRADE 2) AND SHALL
COMPLY WITH 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. †%
A. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED
SHAPE AND SHALL COMPLY WITH TABLE 11B-703.3.1. THE INDICATION

OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED

BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND

NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. †%
B. BRAILLE SHALL BE POSITIONED BELOW THE

CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH MAXIMUM FROM ANY OTHER TACTILE
CHARACTERS AND 3/8 INCH MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.†% (SEE EXCEPTION)

30. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH
11B-703.4 INSTALLATION HEIGHT AND LOCATION†%
A. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48

INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE,

MEASURED FROM THE BASELINE OF THE LOWEST TACTILE
CHARACTER BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE

FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE

BASELINE OF THE HIGHEST TACTILE CHARACTER LINE OF RAISED CHARACTERS. †%(SEE EXCEPTION)
B. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE
SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE.

WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.

WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO

ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH

SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS

CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM,

CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION

SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE

LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS
THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE

LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 11B-703.4.2 (SEE EXCEPTION)

31. VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING,
EXCEPT WHERE VISUAL CHARACTERS COMPLY WITH 11B-703.2

RAISED CHARACTERS AND ARE ACCOMPANIED BY BRAILLE
COMPLYING WITH 11B-703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH 11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9
: A. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A
NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR

BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK
BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.
†%
B. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR
A COMBINATION OF BOTH. †%
C. CHARACTERS SHALL BE CONVENTIONAL IN FORM.

CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.†%

TWO-WAY COMMUNICATION SYSTEMS

77. TWO-WAY COMMUNICATION SYSTEMS THAT ARE PROVIDED TO

GAIN ADMITTANCE TO A BUILDING OR FACILITY OR TO RESTRICTED

AREAS WITHIN A BUILDING OR FACILITY SHALL PROVIDE BOTH
AUDIBLE AND VISUAL SIGNALS. HANDSET CORDS, IF PROVIDED, SHALL BE 29 INCHES LONG MINIMUM. §11B-230.1, †%

78. COMMON USE OR PUBLIC USE SYSTEM INTERFACE OF

COMMUNICATIONS SYSTEMS BETWEEN A RESIDENTIAL DWELLING

UNIT AND A SITE, BUILDING, OR FLOOR ENTRANCE SHALL INCLUDE

THE CAPABILITY OF SUPPORTING VOICE AND TTY COMMUNICATION WITH THE RESIDENTIAL DWELLING UNIT INTERFACE. †%1

79. SYMBOLS SHALL COMPLY WITH THE FOLLOWING:

A. RESIDENTIAL DWELLING UNIT SYSTEM INTERFACE

OF COMMUNICATIONS SYSTEMS BETWEEN A

RESIDENTIAL DWELLING UNIT AND A SITE, BUILDING,

OR FLOOR ENTRANCE SHALL INCLUDE A TELEPHONE

JACK CAPABLE OF SUPPORTING VOICE AND TTY

COMMUNICATION WITH THE COMMON USE OR
PUBLIC USE SYSTEM INTERFACE. †%

ASSEMBLY AREAS

1. ASSEMBLY AREAS SHALL PROVIDE WHEELCHAIR SPACES,

COMPANION SEATS, DESIGNATED AISLE SEATS AND SEMI AMBULANT SEATS COMPLYING WITH 11B-221 AND 11B-802. †%

2. LAWN SEATING AREAS AND EXTERIOR OVERFLOW SEATING

AREAS, WHERE FIXED SEATS ARE NOT PROVIDED, SHALL CONNECT TO AN ACCESSIBLE ROUTE. †%

3. PROVIDE ( ) WHEELCHAIR SPACES FOR (TOTAL NUMBER- ) OF SEAT PROVIDED. TABLE †%

4. IN EACH LUXURY BOX, CLUB BOX, AND SUITE WITHIN ARENAS,

STADIUMS, AND GRANDSTANDS, WHEELCHAIR SPACES SHALL BE
PROVIDED IN ACCORDANCE WITH TABLE %†%

5. IN OTHER BOXES, THE TOTAL NUMBER OF WHEELCHAIR

SPACES REQUIRED SHALL BE DETERMINED IN ACCORDANCE WITH
TABLE 11B-221.2.1.1. WHEELCHAIR SPACES SHALL BE LOCATED IN NOT LESS THAN 20 PERCENT OF ALL BOXES PROVIDED. †%

6. AT LEAST ONE WHEELCHAIR SPACE SHALL BE PROVIDED IN

TEAM OR PLAYER SEATING AREAS SERVING AREAS OF SPORT
ACTIVITY. †%

7. IN STADIUM-STYLE MOVIE THEATERS, THE TOTAL NUMBER OF WHEELCHAIR SPACES REQUIRED SHALL BE PER TABLE 11B-221.2.1.1. THE REQUIRED WHEELCHAIR SPACES SHALL BE LOCATED ON RISERS

OR CROSS-AISLES IN THE STADIUM SECTION THAT SATISFY AT LEAST ONE OF THE FOLLOWING CRITERIA: †%
A. LOCATED WITHIN THE REAR 60% OF THE SEATS PROVIDED
IN THE THEATER; OR
B. LOCATED WITHIN THE AREA OF THE THEATER IN WHICH

THE VERTICAL VIEWING ANGLES (AS MEASURED TO THE TOP OF THE SCREEN) ARE FROM THE 40TH TO THE 100TH PERCENTILE OF

VERTICAL VIEWING ANGLES FOR ALL SEATS AS RANKED FROM THE SEATS IN THE FIRST ROW (1ST PERCENTILE) TO SEATS IN THE BACK ROW (100TH PERCENTILE). 8. WHEELCHAIR SPACES SHALL BE

PROVIDED IN EACH SPECIALTY SEATING AREA THAT PROVIDES

SPECTATORS WITH DISTINCT SERVICES OR AMENITIES THAT
GENERALLY ARE NOT AVAILABLE TO OTHER SPECTATORS. THE

NUMBER OF WHEELCHAIR SPACES PROVIDED IN SPECIALTY SEATING

AREAS SHALL BE INCLUDED IN, RATHER THAN BE IN ADDITION TO,

THE TOTAL NUMBER OF WHEELCHAIR SPACES REQUIRED BY TABLE %†%

9. WHEELCHAIR SPACES SHALL BE AN INTEGRAL PART OF THE
SEATING PLAN. †%

10. WHEELCHAIR SPACES SHALL PROVIDE LINES OF SIGHT
COMPLYING WITH 11B-802.2 LINES OF SIGHT AND BE DISPERSED HORIZONTALLY AND VERTICALLY. †%

11. PROVIDE SECTION(S) TO SHOW THAT LINES OF SIGHT TO THE

SCREEN, PERFORMANCE AREA, OR PLAYING FIELD FOR SPECTATORS IN WHEELCHAIR SPACES COMPLY WITH 11B-802.2 LINES OF SIGHT.

12. AT LEAST ONE COMPANION SEAT COMPLYING WITH 11B-802.3

COMPANION SEATS SHALL BE PROVIDED FOR EACH WHEELCHAIR
SPACE REQUIRED BY 11B-221.2.1 NUMBER AND LOCATION.
†%
3'-0"
4'-0" MIN.
3'-6"
24"
56" MIN.
5'-0" MIN.

DOORS PERMITTED

TO SWING OVER

HATCHED PORTION OF MANEUVERING
SPACE

CLEARANCE
FIGURE 11B-604.2 WATER CLOSET LOCATION
& FIGURE 11B-604.3.1 SIZE OF CLEARANCE AT WATER CLOSETS (a) 17"-18" WHEEL CHAIR
ACCESS. WATER

CLOSETS
(b) AMBULATORY
ACCESS. WATER
CLOSETS (a) OR (b)
3'-0"
CLR.
30"x48"
18"
3'-6"
24"
6'-6" MIN.
5'-0" MIN.
18"
FIGURE 11B-604.3.2 (EXCEPTION) OVERLAP OF WATER CLOSET CLEARANCE IN

RESIDENTIAL DWELLING UNITS
5'-0" MIN.
24"
5'-0" MIN.

CLEARANCE
FIGURE 11B-604.8.1.1.2 MANEUVERING SPACE WITH SIDE OPENING DOOR (a) OUT SWING
DOOR
56" MIN. @ WALL MOUNT. WATER CLOSET
59" MIN. @ FLOOR MOUNT. WATER
CLOSET
@ SIDE DOOR MANEUVERING
SPACE
5'-0" MIN.
5'-0" MIN.

CLEARANCE
(b) IN

SWINGING
DOOR
56" MIN. @ WALL MOUNT. WATER CLOSET
59" MIN. @ FLOOR MOUNT. WATER
CLOSET

DOOR PERMITTED

TO SWING OVER

HATCHED PORTION OF MANEUVERING
SPACE
36" MIN
WHEN
DOOR
SWINGS
IN
4'-0" MIN.
24"
5'-0" MIN.

CLEARANCE
(a) OUT SWING
DOOR
56" MIN. @ WALL MOUNT. WATER CLOSET
59" MIN. @ FLOOR MOUNT. WATER
CLOSET

MANEUVERING
SPACE
4'-0" MIN.
24"
5'-0" MIN.

CLEARANCE
56" MIN. @ WALL MOUNT. WATER CLOSET
59" MIN. @ FLOOR MOUNT. WATER
CLOSET

MANEUVERING
SPACE
36" MIN
WHEN
DOOR
SWINGS
IN

DOOR PERMITTED

TO SWING OVER

HATCHED PORTION OF MANEUVERING
SPACE
(b) IN

SWINGING
DOOR
FIGURE 11B-604.8.1.1.3 MANEUVERING SPACE WITH END OPENING DOOR 5'-0" MIN.

FIGURE 11B-604.8.1.2 WHEELCHAIR

ACCESSIBLE TOILET COMPARTMENT DOORS

ALTERNATE DOOR

LOCATION
4" MAX
4" MAX
5'-0" MIN.

FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE

TOILET COMPARTMENT TOE CLEARANCE
6" MAX
6" MAX
9 MIN
6" MIN
12 MIN.
6" MIN
(a) ELEVATION
ADULT
(b) ELEVATION

CHILDREN

PARTITION

PARTITION
(c) PLAN
17" MAX
15" MIN
5" MAX
48" MIN
30" MIN
FIGURE 11B-602.5 DRINKING FOUNTAIN

SPOUT LOCATION

1.5"
12" MAX 42" MIN17"-19"
33"-36"
19"
54" MINIMUM
T.P.

1.5" 0 RAIL (SS OR CHROME)
7"-9"
FIGURE 11B-604.5 SIDE WALL GRAB BAR AT WATER CLOSETS & 11B-604.7 DISPENSER OUTLET LOCATION 24" MIN
33"-36"
36" MIN 6"
17"-19"

C TOILET
24" MIN 12" MIN

TRANSFER SIDE
FIGURE 11B-604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS
13 1/2" MIN 13 1/2" MIN
(a) (b)
FIGURE 11B-605.2 HEIGHT AND DEPTH OF URINALS
4-4.8 PERIMETER
2 MAX 2 MAX
1 1/4"-1 1/2" DIAMETER
1 1/2" MIN. AND MAX.
(a) (b) 1
1 2
" 12" MIN
(a) PROJECTING

OBJECTS
FIGURE 11B-609.2.2 GRAB BAR

NON-CIRCULAR CROSS SECTION
FIGURE 11B-609.3 SPACING OF GRAB BAR
FIGURE 11B-703.7.2.1

INTERNATIONAL SYMBOL OF ACCESSIBILITY

LIBRARY
5 8
"-2" BR
FIGURE 11B-703.2.5 HEIGHT OF CHARACTERS AREA OF
REFUGE
5 8
"-2" FU
FIGURE 11B-703.2 POSITION OF BRAILLE
3 8
" MIN.
3 8
" -1
2 "
AREA OF REFUGE48" MIN.
60" MIN.

FIGURE 11B-703.4.1 HEIGHT OF TACTILE CHARACTERS

ABOVE FINISH FLOOR OR GROUND
45°
CL
18" MIN
18" MIN

CENTERED ON

TACTILE CHARACTERS
FIGURE 11B-703.4.2

LOCATION OF TACTILE

SIGNS AT DOORS

UPPERCASE CHARACTERS GRADE II BRAILLE CORRESPONDING
REQUIRED ON DOOR-MOUNTED SIGNAGE. NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT DOOR MOUNTED SIGNAGE (TYP.)

LETTERING RAISED
1/32"
12" WOMEN MEN UNISEX
12"

DOOR-MOUNTED
58"MIN.

SIGNAGE
12"

WALL MOUNTED SIGNAGE TO BE

LOCATED ON LATCH SIDE OF DOOR
CLEAR OF DOOR-SWING. MOUNT AT
60" TO CENTERLINE OF SIGN FRON
FLOOR.

HEIGHT OF
LETTERING 5/8" MIN. TO 2" MAX.

FIGURE 11B-703.6.1
60"MAX.

A.F.F.

FIGURE 11B-703.7.2.2

INTERNATIONAL SYMBOL OF TTY
FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE
FIGURE 11B-703.7.2.4

INTERNATIONAL SYMBOL FOR HEARING LOSS
FIGURE 11B-703.7.2.5 CLEAN AIR SYMBOL
ADA-2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
11B-505
11B-602
11B-603

TOILET AND BATHING ROOMS
11B-213
11B-604

TOILET COMPARTMENTS
HANDRAILS (CONT.)
11B-605
11B-605

LAVATORIES & SINKS
11B-606
11B-607
11B-608
11B-609

GRAB BARS
SEATS
11B-610
11B-611
11B-215

FIRE ALARM SYSTEMS & CARBON MONOXIDE ALARM SYSTEM

1. WHERE FIRE ALARM SYSTEMS PROVIDE AUDIBLE ALARM
COVERAGE, ALARMS SHALL COMPLY WITH 11B-215 FIRE ALARM
SYSTEMS. †%(SEE EXCEPTION)

2. ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS
SHALL COMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.1.†%

3. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM

COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT
VISIBLE ALARMS COMPLYING WITH 702 CHAPTER 9, SECTION
907.5.2.3.2 CAN BE INTEGRATED INTO THE ALARM SYSTEM. †%

4. GUEST ROOMS REQUIRED TO COMPLY WITH 11B-224.4 GUEST

ROOMS WITH COMMUNICATION FEATURES SHALL PROVIDE ALARMS
COMPLYING WITH 702 CHAPTER 9, SECTION 907.5.2.3.3.†%

5. WHERE PROVIDED IN RESIDENTIAL DWELLING UNITS REQUIRED TO COMPLY WITH 11B-809.5 RESIDENTIAL UNITS WITH
COMMUNICATION FEATURES, ALARMS SHALL COMPLY WITH 702
CHAPTER 9, SECTION 907.5.2.3.4.†%

6. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED
AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE “REFERENCED STANDARDS”
11B-216
11B-703
11B-217
11B-219
11B-220
11B-707
11B-708
11B-221.
11B-802.

WHEELCHAIR SPACES, COMPANION SEATS &

DESIGNATED AISLE SEATS AND SEMI AMBULANT
SEATS
11B-804.
11B-226

DINING SURFACES AND WORK SURFACES

WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION
OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES

AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY WITH SECTION 11 B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5
PERCENT SHALL COMPLY WITH SECTION 11B-902. EXCEPTIONS: 1. SALES COUNTERS AND SERVICE COUNTERS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11 B-902. SEE SECTION 11 B-227. 2. CHECK WRITING SURFACES PROVIDED AT CHECK-OUT AISLES NOT REQUIRED TO COMPLY WITH SECTION 11 B-904.3 SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11 B-902.

DISPERSION. DINING SURFACES REQUIRED TO COMPLY WITH SECTION 11 B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA. WORK SURFACES REQUIRED TO COMPLY WITH SECTION 11 B-902 SHALL BE DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING WORK SURFACES. 11B-226.2 .

DINING SURFACES EXCEEDING 34 INCHES IN HEIGHT. WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES (864 IIU17) IN HEIGHT, A PORTION OF THE MAIN COUNTER 60 INCHES ( 1525 MM) MINIMUM IN LENGTH SHALL BE PROVIDED IN COMPLIANCE WITH SECTION 11B-902.3. PER 11B-226.3.

BABY CHANGING TABLES. BABY CHANGING TABLES SHALL COMPLY WITH SECTIONS 11 B-309 AND 11 B-902. BABY CHANGING TABLES WHEN

DEPLOYED SHALL NOT OBSTRUCT THE REQUIRED WIDTH OF AN
ACCESSIBLE ROUTE EXCEPT AS ALLOWED BY SECTION 11 B-307.2. BABY CHANGING TABLES SHALL NOT BE LOCATED IN TOILET COMPARTMENTS COMPLYING WITH SECTION 11 B-604.8 WITHIN A MULTIPLE ACCOMMODATION TOILET FACILITY.11B-226.4 11B-227

SALES & SERVICE

WHERE PROVIDED, CHECK-OUT AISLES, SALES COUNTERS, SERVICE COUNTERS, FOOD SERVICE LINES, QUEUES, AND WAITING LINES SHALL COMPLY WITH SECTIONS 11 B-227 AND 11 B-904. 11B-227. WHERE CHECK-OUT AISLES ARE PROVIDED, CHECK-OUT AISLES COMPLYING WITH SECTION 11 B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11 B-227 .2. WHERE CHECK-OUT AISLES

SERVE DIFFERENT FUNCTIONS, CHECK-OUT AISLES COMPLYING WITH SECTION 11 B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11 B-227.2 FOR EACH FUNCTION. WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, CHECK-OUT AISLES COMPLYING WITH SECTION 11 B-904.3 SHALL BE DISPERSED. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECK-OUT AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH SECTION 11 B-904.3.4. 11B-227.2 FOOD SERVICE LINES. FOOD SERVICE LINES SHALL COMPLY WITH SECTION 11 B-904.5. WHERE SELF-SERVICE SHELVES ARE PROVIDED, AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL COMPLY WITH SECTION 11 B-308. 11B-227.4

SIGNS - COMMUNICATION ELEMENTS

POINT OF SALES DEVICES

ADA-3

DINING SURFACES AND WORK SURFACES

1. DINING SURFACES AND WORK SURFACES SHALL COMPLY WITH
11B-902.2 AND 11B-902.3. (SEE EXCEPTION)

2. A CLEAR FLOOR SPACE COMPLYING WITH 11B-305 POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE
CLEARANCE COMPLYING WITH 11B-306 SHALL BE PROVIDED.
†%


3. THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL
BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. †%


4. ACCESSIBLE DINING SURFACES AND WORK SURFACES FOR
CHILDREN’S USE SHALL COMPLY WITH%
†%
 (SEE

EXCEPTION)

5. WHERE DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY WITH 11B-902. IN ADDITION, WHERE WORK SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT SHALL COMPLY WITH 11B-902. †%
6(((;&(37,216

6. DINING SURFACES AND WORK SURFACES REQUIRED TO
COMPLY WITH 11B-902 SHALL BE DISPERSED THROUGHOUT THE

SPACE OR FACILITY CONTAINING DINING SURFACES AND WORK
SURFACES FOR EACH TYPE OF SEATING IN A FUNCTIONAL AREA.

WORK SURFACES REQUIRED TO COMPLY WITH 11B-902 SHALL BE

DISPERSED THROUGHOUT THE SPACE OR FACILITY CONTAINING
WORK SURFACES.†%

7. WHERE FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A
COUNTER EXCEEDING 34 INCHES IN HEIGHT, A PORTION OF THE MAIN COUNTER 60 INCHES MINIMUM IN LENGTH SHALL BE PROVIDED IN COMPLIANCE WITH %
†%

8. FOOD SERVICE LINES SHALL COMPLY WITH 11B-904.5. WHERE SELF-SERVICE SHELVES ARE PROVIDED, AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL COMPLY WITH %†%

9. QUEUES AND WAITING LINES SERVICING COUNTERS OR
CHECK-OUT AISLES REQUIRED TO COMPLY WITH 11B-904.3 OR
11B-904.4 SHALL COMPLY WITH %†%

10. COUNTERS IN FOOD SERVICE LINES SHALL COMPLY WITH
11B-904.5. A. SELF-SERVICE SHELVES AND DISPENSING DEVICES FOR

TABLEWARE, DISHWARE, CONDIMENTS, FOOD AND BEVERAGES
SHALL COMPLY WITH %†%

B. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM
AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. †%
 BENCHES

11. CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B305 SHALL BE PROVIDED AND SHALL BE POSITIONED AT THE END OF THE BENCH SEAT AND PARALLEL TO THE SHORT AXIS OF THE BENCH. †%


12. BENCHES SHALL HAVE SEATS THAT ARE 48 INCHES LONG
MINIMUM AND 20 INCHES DEEP MINIMUM AND 24 INCHES DEEP
MAXIMUM. †%


13. THE BENCH SHALL PROVIDE FOR BACK SUPPORT OR SHALL BE AFFIXED TO A WALL ALONG ITS LONG DIMENSION. BACK SUPPORT SHALL BE 48 INCHES LONG MINIMUM AND SHALL EXTEND FROM A POINT 2 INCHES MAXIMUM ABOVE THE SEAT SURFACE TO A POINT 18 INCHES MINIMUM ABOVE THE SEAT SURFACE. BACK SUPPORT SHALL BE 2½ INCHES MAXIMUM FROM THE REAR EDGE OF THE SEAT
MEASURED HORIZONTALLY.†%


14. THE TOP OF THE BENCH SEAT SURFACE SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.†%


15. BENCHES SHALL BE AFFIXED TO THE WALL OR FLOOR.

ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS
USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS

APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. †%


16. WHERE INSTALLED IN WET LOCATIONS, THE SURFACE OF THE SEAT SHALL BE SLIP RESISTANT AND SHALL NOT ACCUMULATE WATER. †%  CHECK-OUT AISLES AND SALES AND SERVICE

COUNTERS

17. WHERE PROVIDED, CHECK-OUT AISLES, SALES COUNTERS,

SERVICE COUNTERS, FOOD SERVICE LINES, QUEUES, AND WAITING LINES SHALL COMPLY WITH %$1'%
†%

18. WHERE CHECK-OUT AISLES ARE PROVIDED, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-227.2. WHERE CHECKOUT AISLES SERVE DIFFERENT FUNCTIONS, CHECK-OUT AISLES COMPLYING WITH 11B-904.3 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-227.2 FOR EACH FUNCTION. WHERE CHECK-OUT AISLES ARE DISPERSED

THROUGHOUT THE BUILDING OR FACILITY, CHECK-OUT AISLES
COMPLYING WITH 11B-904.3 SHALL BE DISPERSED. WHEN CHECK-OUT

AISLES ARE OPEN FOR CUSTOMER USE, A MINIMUM OF ONE
ACCESSIBLE CHECK-OUT AISLE SHALL ALWAYS BE AVAILABLE. AS

CHECK-OUT AISLES ARE OPENED AND CLOSED BASED ON

FLUCTUATING CUSTOMER LEVELS, THE NUMBER OF ACCESSIBLE
CHECK-OUT AISLES AVAILABLE SHALL COMPLY WITH TABLE 11B-227.2. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE, ACCESSIBLE CHECKOUT AISLES SHALL BE IDENTIFIED BY A SIGN COMPLYING WITH% †% (SEE EXCEPTION)

19. WHERE CHECK-OUT AISLES ARE ALTERED, AT LEAST ONE OF EACH CHECK-OUT AISLE SERVING EACH FUNCTION SHALL COMPLY WITH 11B-904.3 UNTIL THE NUMBER OF CHECKOUT AISLES COMPLIES WITH 11B-227.2. †%

20. ALL PORTIONS OF COUNTERS REQUIRED TO COMPLY WITH
11B-904 SHALL BE LOCATED ADJACENT TO A WALKING SURFACE
COMPLYING WITH %†%


21. CHECK-OUT AISLES SHALL COMPLY WITH THE FOLLOWING:

A. AISLES SHALL COMPLY WITH %†%

B. THE COUNTER SURFACE HEIGHT SHALL BE 38 INCHES
MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE

TOP OF THE COUNTER EDGE PROTECTION SHALL BE
2 INCHES MAXIMUM ABOVE THE TOP OF THE COUNTER

SURFACE ON THE AISLE SIDE OF THE CHECK-OUT
COUNTER. †%

C. WHERE PROVIDED, CHECK WRITING SURFACES SHALL
COMPLY WITH %
†%

D. WHEN NOT ALL CHECK-OUT AISLES ARE ACCESSIBLE,

ACCESSIBLE CHECK-OUT AISLES SHALL BE IDENTIFIED BY

A SIGN CLEARLY VISIBLE TO A PERSON IN A WHEELCHAIR

DISPLAYING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1. THE SIGN
SHALL BE A MINIMUM OF 4 INCHES BY 4 INCHES.
†%


22. SALES COUNTERS AND SERVICE COUNTERS SHALL COMPLY

WITH EITHER OF THE FOLLOWING AND THE ACCESSIBLE PORTION OF

THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. †%
(SEE EXCEPTION)
A. A PORTION OF THE COUNTER SURFACE THAT IS 36
INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM
ABOVE THE FINISH FLOOR SHALL BE PROVIDED. A CLEAR
FLOOR OR GROUND SPACE COMPLYING WITH 11B-305

SHALL BE POSITIONED FOR A PARALLEL APPROACH
ADJACENT TO THE 36 INCH MINIMUM LENGTH OF
COUNTER. †%
 (SEE EXCEPTION) OR
B. A PORTION OF THE COUNTER SURFACE THAT IS 36
INCHES LONG MINIMUM AND 34 INCHES HIGH MAXIMUM
SHALL BE PROVIDED. KNEE AND TOE SPACE COMPLYING WITH 11B-306 SHALL BE PROVIDED UNDER THE COUNTER.

A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH
11B-305 SHALL BE POSITIONED FOR A FORWARD
APPROACH TO THE COUNTER.†%


23. WHERE PROVIDED, AT LEAST ONE OF EACH TYPE OF SALES
COUNTER AND SERVICE COUNTER SHALL COMPLY WITH 11B-904.4.

WHERE COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, COUNTERS COMPLYING WITH 11B-904.4 ALSO SHALL BE DISPERSED. †%

24. QUEUES AND WAITING LINES SERVICING COUNTERS OR
CHECK-OUT AISLES REQUIRED TO COMPLY WITH 11B-904.3 OR
11B-904.4 SHALL COMPLY WITH %†%

25. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY

GLAZING TO SEPARATE PERSONNEL FROM THE PUBLIC, A METHOD TO FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED.

TELEPHONE HANDSET DEVICES, IF PROVIDED, SHALL COMPLY WITH %†%


ENTRANCES

1. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH
11B-206.4 ENTRANCES . ENTRANCE DOORS, DOORWAYS AND
GATES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND
GATES AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 11B-402 ACCESSIBLE ROUTES 11B-206.4

2. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS TO
BUILDINGS SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS,
AND GATES. 11B-204.4.1

3. WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM

PARKING STRUCTURE TO A BUILDING OR FACILITY ENTRANCE
SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES
11B-206.4.2

4. DIRECT CONNECTIONS TO OTHER FACILITIES SHALL PROVIDE AN ACCESSIBLE ROUTE COMPLYING WITH 11B-404 DOORS,

DOORWAYS AND GATES FORM THE POINT OF CONNECTION TO

BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM

ELEMENTS PROVIDED TO FACILITATE FUTURE DIRECT

CONNECTING BOARDING PLATFORMS AND ALL

TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE
ACCESSIBLE. 11B-204.4.4.2

WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS

OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE
OPENING SHALL COMPLY WITH 11B-309. EACH GLAZED OPENING

REQUIRED BY AN ADMINISTRATIVE AUTHORITY TO BE OPERABLE
SHALL COMPLY WITH 11B-309.

SANITRY CUPS

NAPKINS
DRYER
TOWELS
WASTE
TOWELS
& WASTE
40" MAX.
80" MIN. A.F.F. FOR

FREE STANDING
17" MIN.
22" MIN.

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES NOT DISPLAYING

DISTINGUISHING PLACARDS OR SPECIAL LICENCE PLATES
ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING (Address)
(Telephone Number)

LETTERING ON

SIGN MUST BE

A MINIMUM OF
1" IN. HEIGHT

APPROPRIATE INFORMATION

MUST BE INCLUDED ON
SIGN (MINIMUM OF 1"
IN. HEIGHT)
36"
36"
$250. MIN. FINE
1/2" RADIUS
BLUE
WHITE

REFLECTORIZED SIGN

CONSTRUCTED OF

PORCELAIN STEEL

WITH BEADED TEXT

OR EQUAL
NOTE:SIGN TO BE CENTERED AT

THE INTERIOR END OF
PARKING SPACE.

AREA OF SIGN TO BE
A MIN. OF 70 SQ. IN.

DESIGNATE FOR
"VAN ACCESSIBLE"
WHERE APPROPRIATE.

EMBLEM MUST BE LOCATED IN

STALL SO THAT IS VISIBLE BY A

TRAFFIC ENFORCEMENT OFFICER

WHEN A VEHICLE IS PROPERLY

PARKED IN THE SPACE (CENTERED

AT ENTRANCE TO STALL

RECOMMENDED)

VAN ACCESSIBLE
SECTION 11B502.8 CBC

NAME OF LOCAL

TOWING COMPANY

M & P TOWING SERVICE
(323) 446-0959
60"

INTERNATIONAL SYMBOL
60" MAXAFF OF ACCESSIBILITY
CL

ACCESSIBLE

ENTRANCE

DIRECTIONAL SIGN

PARKING STALL
PER SEC. 1129B.4

ACCESSIBILITY SIGN
70 SQ. INCHES
18'-0" MIN.

SEC. 1129B.4

SYMBOL PER
TYP. PAVEMENT
36" ON CENTER

STRIPES AT
5'-0" MIN. AT TYP.

ACCESSIBLE

SINGLE PARKING STALLS
FIGURE 11B-502
9'-0" MIN. CAR

PEDESTRIAN ROUTE
36"
48"
MIN

WHEEL STOP
12'-0" MIN. VAN
36"X36" MIN.

STRIPES AT
36" ON CENTER
5'-0" MIN. AT TYP. ACCESSIBLE

PARKING STALL
12'-0" MIN.
18'-0" MIN.

DOUBLE PARKING STALLS
9'-0" MIN.
36"
TYP. PAVEMENT SYMBOL PER
SEC. 1129B.4
36"X36" MIN
VAN
CAR
NO

PARKING
12"
FIGURE 11B-502.3.3

ANGLED PARKING

IDENTIFICATION

PEDESTRIAN ROUTE
70 SQ. INCHES
ACCESSIBILITY SIGN36"
48"
MIN

WHEEL STOP
18'-0" MIN.

RUBBER BUMPER ON CHAIR
10" MIN. BOTTOM RAIL

OR PROVIDE KICK PLATE
12"
MIN.

PROVIDE THIS

ADDITIONAL SPACE

IF DOOR IS EQUIPPED

WITH BOTH A LATCH
AND A CLOSER.

PULL SIDE

PUSH SIDE
COMPRESSED CARPET 1/4" MAX.

BELOW THRESHOLD

FINISH FLOOR LEVEL

THRESHOLDS
2 1
1/4" MAX.
1/2" MAX.

LEVER
2'-6" TO
3'-8"
A.F.F.

DOOR HARDWARE

CLEAR AT

EXTERIOR
DOORS

CLEAR AT

INTERIOR
DOORS
60" MIN.
18" MIN.
24" MIN.
48" MIN.

FIGURE 11B-404.2.4.1

MANEUVERING

CLEARANCES AT MANUAL DOORS

AND GATES
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
11B-902.

CHEK-OUT AISLES AND SALES AND SERVICE

COUNTERS
11B-904.
11B-206.4

OPERABLE PARTS
11B-309
60" MIN. A.F.F.

DIV-1
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

DIVISION I

GENERAL CONDITIONS

1. CONSTRUCTION DOCUMENTS:

THE CONTRACT FOR CONSTRUCTION includes the construction documents and by reference, the written agreement between the owner and the contractor. the contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements either written or oral.

2. THE CONSTRUCTION DOCUMENTS include these General Conditions, the Specifications, the drawings, and all addends, construction change directives, change orders, supplemental instructions or other written modifications subsequently issued.

3. THE INTENT OF THE CONSTRUCTION DOCUMENTS is to include all items required for completion of the work.

Although the construction documents have been prepared with due care and diligence, perfection cannot be guaranteed. Design and construction are complex, consequently every possible condition or contingency cannot be anticipated.

4. ORGANIZATION and numbering of the drawings or specifications shall not limit the contractor in dividing the work among subcontractors or in establishing the extent of work to be performed by any trade. The construction documents are complementary, what is required by one shall be as binding as if required by all.

5. IN CASE OF CONFLICT or ambiguity within the construction documents, the contractor will be deemed to have agreed to provide the greater quantity and/or better quality of materials and/or work. Omissions in the description of the work do not relieve the contractor of providing a complete project.

6. USE OF CONSTRUCTION DOCUMENTS The construction documents are instruments of service by the Designer through which the work to be executed by the contractor is described. The contractor may retain one “record set,” all other sets or copies thereof shall be returned to the owner or suitably accounted for upon completion of the work.

Neither the contractor nor any subcontractor or supplier shall own or claim a copyright in the construction documents and the Designer shall be deemed the author or them and will retain all common law, statutory and other reserved rights, in addition to the copyright. The construction documents are for use solely with respect to this project, and are not to be used on any other projects or at other site locations.

7. DEFINITIONS AND TERMINOLOGY:

OWNER: the person or entity leasing the designated space from the landlord, for a limited period of time any may also be referred to as the tenant. The owner is an authorized franchisee of the franchiser: San Isidro Restaurant of Los Angeles California.

LANDLORD: The Entity holding legal title to the designated space within which the work is to be constructed, the term includes designated management Representatives such as "Mall Management" or "shopping center manager." The landlord may also be referred to as the developer of the mall or shopping center.

CSCI: Contractor supplied, contractor installed
OSCI: owner supplied, contractor installed
OSOI: owner supplied and owner installed
FSE: Food service equipment

8. PROVIDE: furnish and install complete by the contractor (CSCI), ready for use.

9. FURNISH: Supply and deliver to the site, ready for unloading unpacking, assembly, installation or as applicable in each case.

10. INSTALL: perform operations at the project site including unloading, unpacking, assembly, erection, placing, Anchorage, applying, working to Dimension, finishing, curing, protecting, cleaning and similar operations, as applicable in each instance.

11. RESPONSIBILITIES OF THE CONTRACTOR:

EXAMINATIONS OF SITE AND CODE COMPLIANCE: bitters are to visit the site and familiarize themselves with existing conditions and satisfy themselves as to the nature and scope of the work. The base bid shall reflect modifications two systems and devices as required by state and local codes and more requirements weather indicated or not on Project documents. The submission of a bid will be evidence that such an examination and compliance with governing codes/requirements has been made. Leader claims for labor, equipment, or materials required or 4 difficulties encountered which could have been foreseen had an examination and code/requirements review been made, will not be allowed.

12. BY EXECUTION OF THE CONTRACT, THE CONTRACTOR REPRESENTS that he has (1) visited the site to familiarize himself with existing conditions and satisfied himself as to the nature and scope of the work to be performed and, (2) correlated personal observations with requirements of the contract documents. The contractor further represents that he possesses the particular competence, knowledge and skill in construction techniques necessary to complete the project in a timely manner.

13. REVIEW OF CONSTRUCTION DOCUMENTS. The contractor shall carefully study and compare the construction documents with the existing conditions at the project site, and shall report to EG & Associates any errors, inconsistencies or omissions discovered. If the contractor performs any construction activity knowing it involves a recognized error, inconsistency or Omission in the contract documents without such notice to the Designer, the contractor shall assume all responsibility for performance and shall bear all of the costs for correction.

14. DUTY OF COOPERATION: release of the construction documents anticipate and imply continuing and periodic communication between the contractor and the Designer. Failure to communicate or otherwise notify the Designer of discrepancies or changes made to the design of the project mandates the contractor fully responsible for all consequences resulting from his failure to communicate.

15. SUPERVISION, COORDINATION AND DIRECTION of the work shall be the responsibility of the contractor, using his best skill and attention. The contractor shall be solely responsible for and have complete control over construction means, methods, techniques, sequences and procedures for coordinating all portions of the work under the contract, unless otherwise noted herein.

16. LABOR AND MATERIALS: unless otherwise provided in the construction documents, the contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and Machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the work, whether temporary or permanent and whether or not incorporated or to be incorporated in the work.

17. WARRANTY: the contractor warrants that: (1) all materials and equipment will be new unless otherwise directed. (2) all work will be a good quality, free of defects, and (3) the work will conform with the requirements of the construction documents, without exception. Work not conforming to these requirements may be considered defective. This warranty excludes remedy for damage or defect caused by abuse, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage.

18. TAXES shall be paid by the contractor, including sales, consumer use and similar taxes which are legally enacted on or before the date of the contract.

19. PERMITS AND INSPECTIONS: the contractor shall secure and pay for the building permit, the health department permit, impact fees and other similar governmental fees, utility hook up charges, licenses and inspections necessary for proper execution and completion of the work, the contractor shall comply with and she'll give notices required by law, ordinances, rules, regulations and lawful orders of public authorities having jurisdiction.

20. INDEMNIFICATION the contractor shall be responsible to the owner for acts and omissions of his employees or his subcontractors. To the fullest extent permitted by law, the contractor shall indemnify and hold harmless the owner, Designer, and the landlord, and their agents or employees from and against all claims, damages, losses, or expenses resulting from the performance of the work, by the contractor, his employees, or his subcontractors.

21. LANDLORD REQUIREMENTS: the contractor shall comply with the written design and/or construction requirements of the landlord, which are hereby made a part of the construction documents by reference.

22. ADMINISTRATION OF THE CONTRACT: the owner will provide administration of the contract, unless otherwise noted in the owner contractor agreement form.

23. SEPARATE CONTRACTS: the owner reserves the right to perform work with his own forces, and to award separate contracts. The contractor shall allow the owner and separate contractor’s reasonable opportunity for installation and storage of their materials and equipment, and shall connect and coordinate his work with the work being performed by others as required by the instruction documents.

24. CHANGES IN THE WORK: by actual agreement between the owner and the contractor, the owner may order minor modifications to the work not affecting the cost of the work or construction time. The owner may authorize changes in the scope of the work consisting of additions, deletions or modifications, with the construction costs, construction time, or both being adjusted accordingly by either a written change order, when the amount can be predetermined, or by a written construction change directive, when the amount will be based on actual costs for the time and materials actually incorporated into the work.

25. CLAIMS shall be made only by written notice. Pending final resolution of a claim including arbitration, the contractor shall proceed diligently with performance of the contact and the owner shall continue to make payments in accordance with the requirements of the contract. Claims must be made within 21 days after occurrence of the event giving rise to such claim or within 21 days after the claimant first recognizes the condition giving rise to the claim, whichever is later.

Written response to such claim shall be made by the other party within 10 days of receipt of the claim. Unresolved claims may be referred to arbitration 45 days after first notice.

26. PAYMENT AND COMPLETION:

FIFTY PERCENT PARTIAL PAYMENT: payment will be made on account of up to fifty percent (50%) of the contract some within 30 days after an "Application for Payment" is submitted to the owner by the contractor. The application for payment shall include a breakdown of the contract sum complying with the preliminary schedule of values, indicating distribution and percentages of completed work items.

27. SUBSTANTIAL COMPLETION occurs when the work of the project is sufficiently complete for the owner to occupy and lawfully utilize the work for conducting business. The date of substantial completion is here in Define to be the date upon which the contractor provides to the owner (1) a lawfully enacted "Certificate of Occupancy" and (2) written approval by the health department.

28. NINETY PERCENT PAYMENT & RETAINAGE: payment will be made by the owner to the contractor on accounts of 90% of the contract sum within 30 days after substantial completion of the work. The contractor warrants that title to all work, materials and equipment will pass to the owner upon receipt of payment by the contractor, free and clear of all liens, claims, security interests or encumbrances. Until the work is finally complete, 10% of the contract sum will be withheld.

29. FINAL PAYMENT constituting the entire unpaid balance of the contract sum will be due to the contractor when the work has been completed and when all requirements of the construction documents have been fully performed. The making of final payment shall constitute a waiver of claims by the owner accept those arising from (1) liens, claims, security interests or encumbrances arising out of the contract and unsettled (2) failure of the work to comply with the requirements of the construction documents or (3) terms of special warranties required by the construction documents.

30. FINAL PAYMENT CLOSEOUT SUBMITTALS submit the following items to the owner upon application for final payment: (1) final occupancy permit and Health Department approval, (2) written approval of construction by the landlord, when required (3) lien waivers (4) final schedule of values (5) construction document sets (6) marked set of "record documents" (7) extra stock of finish material items (8) Contractor's Certification and (9) the punch list of incomplete work items, prepared at substantial completion, indicating actual completion dates for each item listed therein.

31. LIEN WAVERS: final payment shall not be due until the contractor has delivered to the owner a complete release of all liens arising out of this contract or receipts in full covering all labor, materials and equipment for which a lien could be filed, or a bond satisfactory to the owner to indemnify the owner against such things. If such liens remain unsatisfied after payments are made, the contractor shall refund to the owner of money the owner may be compelled to pay in discharging such including all costs and reasonable attorneys' fees.

32. CONTRACTOR'S CERTIFICATION: upon completion of all the contract requirements and upon application for final payment, submit written certification that (1) the construction documents have been reviewed (2) the work has been inspected for compliance with the construction documents, and (3) that the work has been fully completed in accordance with the construction documents.

33. FINAL PAYMENT WITHHELD final payment may be withheld due to defective work not corrected, filed claims, damage to the owner or to a separate contractor or persistent failure to carry out the work according to the contract documents.

34. PROTECTION OF PERSONS AND PROPERTY:

SAFETY: the contractor shall initiate, supervise and maintain safely precautions and programs in connection with the work.

He shall take reasonable precautions for safety of and shall provide reasonable protection to prevent damage, injury or loss to (1) employees on the work and other persons who may be affected thereby (2) the work and materials and equipment to be incorporated therein and (3) other property at the site or adjacent thereto.

35. THE CONTRACTOR SHALL GIVE NOTICES AND COMPLY with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons and property and their protection from damage, injury or loss.

The contractor shall promptly remedy damage and loss to property at the site in whole or in part by the contractor, a subcontractor, a sub subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose acts they may be liable and for which the contractor is responsible.

36. EXISTING HAZARDOUS MATERIALS. If the contractor and counters hazardous materials including asbestos or PCBs which have not been previously rendered harmless, he shall immediately stop work in the areas affected and Report the condition to the owner in writing. Resume the work in the affected area only after it has been removed or otherwise rendered harmless by written agreement between the owner and contractor. The contractor will not be required to perform any work relating to asbestos or PCBs without consent.

37. BONDS AND INSURANCE
BONDS are not required herein; however bonds may be required by the landlord. Review landlord's requirements and provide bonds complying therewith. Submit notarized bond forms to the owner and landlord prior to start of construction. Cost for bonds, if required, she'll be paid by the contractor.

38. BUILDERS RISK PROPERTY INSURANCE The contract shall purchase "all risk" property insurance covering the completed value of the work. The owner and contractor waves All rights against each other for damages caused by fire or other perils to the extent covered by insurance, except for such rights as they may have to the proceeds of such insurance.

39. THE CONTRACTOR shall purchase insurance to protect the contractor against damage claims resulting from the contractors operations, and for which the contractor may be legally liable, whether by the contractor or by anyone directly or indirectly employed by hand. ADDITIONAL INSURED's: all Insurance certificates provided by the contractor some name the Designer, the project manager, the landlord and San Isidro Restaurant as additional insured’s.

40. COMPREHENSIVE GENERAL LIABILITY INSURANCE shall include premises operations, independent contractors protective, products and completed operations, owners and Designer protective liability, and broad form property damage coverage. Property damage liability coverage shall provide X, C, and U coverage, who is completed operations and products liability coverage maintained for one year after final payment. Minimum coverage amounts shall comply with the landlord's requirements as listed below, or as required by law, whichever is greater.

Workers compensation and general employer’s liability.... $500,000.00 Comprehensive General Liability:

Property damage: each occurrence and annual aggregate.... $1,000,000.00 Bodily injury: each occurrence and annual aggregate.... $1,000,000.00 Contractual Liability:

Property Damage: each occurrence and annual aggregate.... $1,000,000.00 Bodily injury: each occurrence and annual aggregate.... $1,000,000.00 Comprehensive automobile liability:

Property damage: each occurrence and annual aggregate.... $1,000,000.00 Bodily injury: each occurrence and annual aggregate.... $500,000.00 All insurance coverage shall be purchased and maintained in a company lawfully authorized to do business in the jurisdiction in which the project is located. Submit Insurance certificates to the owner and landlord prior to start of construction.

41. MISCELLANEOUS PROVISIONS:

GOVERNING LAW: the Construction contract shall be governed by the law of the place where the project is located.

42. CORRECTION OF WORK: the contractor shall promptly correct all defective work, or work not meeting the requirements of the construction documents weather observed before or after substantial completion, and whether or not fabricated, installed or completed, within a period of one year after the date of substantial completion. Correction shall be made promptly after receipts of written notice from the owner. This obligation shall survive termination of the contract. The contractor shall bear all costs of correcting such work, including repair costs of work but others damaged by such correction procedures, and compensation for the Designer's additional services made necessary thereby.

43. ACCEPTANCE OF NONCONFORMING WORK: if the owner prefers to accept work which is not in accordance with the requirements of the construction documents, the owner may do so instead of requiring its removal and correction, in which case the contract sum will be reduced as appropriate and equitable such a judgment should be affected whether or not final payment has been made.

44. TERMINATION BY THE OWNER FOR CAUSE: if the contractor: (1) persistently or repeatedly refuses or fails to supply enough properly skilled workers or proper materials, or (2) fails to make payment to subcontractors for materials or labor in accordance with the respective agreement between the contractor and the subcontractors, or (3) persistently disregards laws, ordinances, or rules, regulations or orders of a public or authority having jurisdiction, or (4) is otherwise guilty of substantial breach of a provision of the construction documents, the owner, after three days written notice to the contractor, and without prejudice to any other remedy he may have, may terminate the contract.

45. OWNERS ACTIONS UPON TERMINATION: upon termination of the contract for cause, the owner may, (1) take possession of the sites and of all materials, equipment, tools, and construction equipment and Machinery there on owned by the contractor, (2) accept assignment of the contractor's sub-contracts, if necessary, and (3) finish the work by whatever reasonable method the owner may deem expedient. The contractor will not be entitled to receive any payment until the work is completely finished. If the expense to the owner exceeds the unpaid balance due the contractor, the contract there shall pay the difference to the owner. If the unpaid balance due the contractor exceeds the expense to the owner, such excess shall be paid to the contractor.

46. MANDATORY ARBITRATION: all claims or disputes between the contractor and the owner arising out of or relating to the contract documents, or the breach thereof, shall be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association currently in effect unless the parties mutually agree otherwise. Notice of demand for arbitration shall be filed in writing with the other party to this agreement and with the American Arbitration Association and shall be made within a reasonable time after the dispute has arisen. The award rendered by the arbitration shall be final, and judgment may be entered upon it in accordance with applicable law. No arbitration shall include by consolidation, joiner, or in any manner, any person or entity not a party to the agreement except by written consent of the person or entity salt to be joined. This agreement to arbitrate shall be specifically enforceable under applicable law in any court having jurisdiction thereof.

47. SUMMARY OF THE WORK
The work consists of tenant finish improvements to an existing space or spaces (the project site). The contractor shall schedule and coordinate the work of the complete project period unless otherwise agreed to in the owner contractor agreement, the contractor shall perform all work required for completion of the project, except as otherwise noted below.

48. PROVIDE FINAL ELECTRICAL AND PLUMBING CONNECTIONS
To all food service equipment and accordance with equipment schedule herein.

UNLOADING: unless otherwise indicated by the owner, the work includes unloading all food service equipment, small wares and start up supplies delivered to the project site. Play small wares and startups applied cartons away from construction operations, for unpacking by the owner.

49. USE OF EXISTING BUILDING: limit construction activities to occur within the least space, or within other areas approved by the landlord. If not within the least space, make connections to existing Utilities in the most expeditious manner possible.

Perform the work so that it will not interfere with the landlord's operations. Maintain existing building and a safe and weather like condition. Repair damage caused by construction operations. Do not install combustible materials above finished ceilings or in any other concealed, non sprinkled spaces.

50. PROTECTION OF PUBLIC AND ADJOINING PROPERTY: the contractor shall continuously maintain adequate protection of all his work from damaged and shall protect the owner's property, to adjacent property and public from injury arising in connection with this contract and shall be responsible for any such damage or injury. The contractor assumes and bears all responsibility for damage to or failure of the work and all accidents occurring during and after construction as result of his work.

The contractor hereby agrees to protect, defend and indemnify and hold harmless the owner, San Isidro Restaurant and EG & Associates Design Consultants against all losses, costs or damage on the count of any injury to persons or property in the performance of this contract.

51. PROJECT COORDINATION &ADMINISTRATION:

COORDINATE the work of the various sections to assure an efficient and orderly sequence of installation of construction elements, with provisions for accommodating items to be installed later. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on the drawings. Utilize space efficiently to maximize accessibility for other installations and for maintenance.

52. SIGNAGE COORDINATION: review signage shop drawings and coordinate schedules with the owners designated signage contractor.

53. PRE CONSTRUCTION MEETING: meet with the landlord's designated construction representative before starting construction. Discuss procedures and requirements for site access, work hours, parking, deliveries and receiving, debris and waste receptacles, temporary barricade and construction operations that may be offensive.

54. MAINTENANCE OF CONSTRUCTION DOCUMENTS: the contractor shall maintain at the project site, a "record" set of construction documents and the following related drawings or documents prepared by others:

Design and construction requirements of the landlord (when applicable) Signage shop drawings prepared by the signage contractor, and sprinkler drawings prepared by the sprinkler subcontractor, (when applicable).

55. DO NOT construct or install any work related to those drawings without such drawings.

56. MARK REVISIONS made during construction on record documents with colored pencil do not conceal any work before revisions have been recorded. Note actual routing of under slab plumbing and utility lines, if different from design drawings.

57. FIELD ENGINEERING: establish and maintain chalk lines and other markers necessary to locate all elements of the project, including partitions, cage work, electrical and plumbing connections and fixtures. Calculate and measure required Dimensions. Do not scale the drawings to determine dimensions, unless directed to do so. Cut and Patch to provide for installation, coordination, inspection or testing of products or systems. Provide subsequent fitting and patching required to restore surfaces to their original condition. Do not cut and patch existing structure work without approval of the landlord and a registered structural engineer. Core all holes penetrating floor slabs. Utilize masonry saws to cut existing concrete, when required. Do not use pneumatic jackhammers to break or chip existing construction without notification and approval of the landlord.

58. TEMPORARY FACILITIES AND CONTROLS:

TWMPORARY UTILITIES: connect to existing systems at the project site to provide for temporary water, electrical power, lighting and heat for construction operations. The owner will pay for the cost of such services.

59. TEMPORARY FACILITIES MALLS provide and/or relocate enclosure and/or screen separating leased space from "mall" area. In compliance with landlord requirements, when applicable. Relocate temporary enclosure screen as required to facilitate construction operations. Completely remove screen at completion of the work and arrange for legal disposal.

60. PROGRESS CLEANING at all times, keep the premises free from accumulation of waste materials or rubbish caused by construction operations. Provide a suitable waste receptacle for construction debris and arrange for transportation and disposal of materials off site in a legal manner.

61. SUBMITTALS
CONSTRUCTION SCHEDULE:. The contractor shall prepare and submit to the owner a bar chart type progress schedule for the entire project, within 3 days after award of contract. Provide a separate bar for each work item listed in the schedule of values; include appropriate time for project mobilization, procurement of products, review and approval of shop drawings, fabrication, installation, testing and final cleanup. Identify each calendar day throughout the schedule. Highlight "critical path" elements of the schedule that are important to complete the work on time. Correlate the organization of the schedule with the agreed date of substantial completion.

62. PRELIMINARY SCHEDULE OF VALUES: before start of construction, submit a preliminary schedule of values to the owner. Support with backup date to substantiate its accuracy upon request. Allocate values in accordance with the following work items:

1. Temporary enclosures and control

2. Demolition

3. Concrete slab cutting and patching

4. Gypsum drywall (incl. Blocking)

5. Windows, Doors, Hardware & Glass

6. Enclosure grille or gates

7. Installation of cage work and trim

8. Suspended ceiling

9. Floor finish and base

10. Ceramic tile wall finish F.R.P paneling

11. Painting & finishing

12. Joint sealers

13. Accessories and corner guards

14. F.S.E installation

15. Sprinkler system

16. Plumbing system

17. HVAC system

18. Electrical service (10 space)

19. Electrical system (within space)

20. Supervision and coordination

21. Permits & fees

22. Overhead and profit

63. SHOP DRAWINGS: prior to fabrication the following items must be submitted to the EG & Associates Design Consultants and Owner. For approval. shop drawings on Millwork stainless steel fabrication, signage fabrication and type 1 exhaust hood fabrication.

64. FINAL SCHEDULE OF VALUES: at the completion of the work, and as a condition of final completion, submit a revised schedule of values to the owner, reflecting the final cost of the work, including all revisions or changes made during construction. Arrange schedule and Order of work items listed above, and supports schedule with backup data to substantiate its accuracy if requested.

65. PRODUCTS & SUBSTITUTIONS:

PRODUCT OPTIONS: when a material, article or piece of equipment is identified in the drawings or in the specifications, it is so identified for the purpose of establishing a standard of required function, availability, dimension, color, appearance, quality, performance, operation and maintenance. With the exception of the items listed below, any product of other manufacturers or vendors which will perform adequately the duties imposed by the specified item, and which will not cause a delay in the construction schedule due to procurement of such items, will be considered equally acceptable.

66. CONTRACTOR'S SUBSTITUTION REPRESENTATION: by substitution of a material, product, equipment item or system, the contractor represents that he has personally investigated the proposed substitute and has determined that it is equal or superior in all respects to the item specified, and they he will coordinate the installation of the substitute, making such changes as may be required for the work to be complete in all respects. Also substitutions must be approved by San Isidro Restaurant in writing.

67. NO SUBSTITUTIONS will be allowed for the following items unless specifically approved by the EG & Associates Design Consultants: (1) plastic laminate manufacturer(s) and colors (2) countertop material, and (3) ceramic tile manufacturer(s) and colors (4) tambour & mirrored ceiling mfg. Contact the Designer if procurement problems are encountered with any of the above specified materials or products.

68. APPLICATION/ACCEPTANCE: application of a material or equipment item to work installed by others constitutes acceptance of that work and assumption of responsibility for satisfactory installation.

69. CONTRACT CLOSEOUT:

FINAL CLEANING: prior to owner occupancy, clean all surfaces including fixtures and equipment, for use by the owner.

Remove all traces of soil, stains, dirt, waste materials, smudges and other foreign matter from all finished surfaces. Clean all equipment fixtures to a sanitary condition. Clean transparent materials, including mirrors and glass and doors, windows and casework, to a polished condition, free of dust, putty, films or similar substances which are noticeable as vision obscuring.

70. SUBSTANTIAL COMPLETION: after pest control and final cleaning operations have been completed, and when the project is ready for owner occupancy, obtain an occupancy permit in behalf of the owner, approval of the Environmental Health Department, and approval by any other governmental authorities having jurisdiction over the project. Obtain written approval of the landlord, when required. Submit copies of such approvals to the owner for his records.

71. PUNCH LIST: prepare a list of work items yet to be completed or corrected, complete with scheduled dates for completion. Submit list to the owner for his review and comments. The failure to include any item on such list does not alter the responsibility of the contractor to complete all the work required by the construction documents.

72. INSTRUCTION OF PERSONNEL: fully instruct the owner's designated personnel in the operation, adjustment and maintenance of all mechanical, plumbing and electrical systems.

73. COMPLETE ALL WORK ITEMS expeditiously as possible, providing labor at times when restaurant is not in operation, if necessary. Coordinate with the San Isidro Restaurant manager and perform the work so that it will not interfere with the owner's operations.

74. SELECTIVE DEMOLITION SECTION 2A
WORK INCLUDES removal and legal disposal of all existing construction items specified to be removed herein, noted to be removed within the drawings, or otherwise required to be removed to facilitate construction activities. The work includes, but is not necessarily limited to removal of the following construction elements that are not utilized in the finished construction project:

Existing partitions within the space
Existing HVAC and electrical systems
Existing Plumbing fixtures and systems
Existing concrete slabs
Existing floor, wall and ceiling finishes
Existing cage work, fixtures, or equipment
PERFORM demolition work in a neat and orderly manner to minimize disruptions. Turn over all salvageable items to the owner. Remove all non salvageable items from the site, and arrange for legal disposal.

75. CONCRETE WORK SECTION 3A
PROVIDE concrete for new floor slabs where required, for patching existing floor slabs, or installation of new plumbing and electrical lines require removal of existing concrete materials and for concrete curbs when shown on the drawings.

76. CONCRETE MATERIALS: ASTM C 150, type 1, Portland cement, with ASTM C 33 sand and crushed stone aggregates mixed to provide 3000 psi minimum compressive strength at 28 days, and have a max slump of 4 1/2 inches.

77. WELDED WIRE FABRIC ASTM A 185 welded steel wire fabric, min. 6X6 WI. 4/WI.4, lapped 6 inches at end and side laps.

SUB GRADE AND VAPOR BARRIER. Subgrade shall be brought to level, compacted and finished smooth before placing wire fabric and concrete. The floor area shall be covered with a 6 mil (min) polyethylene vapor Barrier. All laps shall be sealed with laps. All penetrations or punctures shall be sealed.

78. INSTALL concrete work to match and meet existing adjoining surfaces. Do not transport wet concrete through public areas of malls without prior approval of the landlord and without extensive protection of the existing flooring.

79. CURED: all concrete slabs shall be cured by use of a chlorinated rubber liquid membrane curing/hardening compound "clear bond," "clear seal", "master seal" or approved equal.

80. CURBS: where concrete curbs are indicated on the drawings, strip forms while concrete is still green and steel trowel surfaces to a hard, dense finish with corners, intersections and terminations slightly rounded.

81. MISCELLANEOUS METALS SECTION 5A
MATERIALS: limit materials that will be exposed to view to those which are free from surface blemished, pitting, rolled trade names and roughness. Provide steel plate, shapes and bars meeting ASTM A36, steel pipe meeting ASTM A53 grade A schedule 40, and steel tube meeting ASTM A500.

82. FABRICATION and installation shall conform to the latest AICS specifications, form work true to align and level with accurate angles and surfaces. Ease exposed edges to a radius of approximately 1/4" unless otherwise shown. Weld corners and seems continuously, coping connections, unless otherwise indicated. Grind exposed welds smooth and flush to match and blend with adjoining surfaces. Provide shop coat of red oxide primer and touch up at project site as required.

83. ROUGH CARPENTRY SECTION 6A
PROVIDE blocking, backing, plywood, furring and miscellaneous lights framing required for completion of the work, which is generally not exposed, where noted on the drawings and as specified hearin.

84. WOOD FRAMING construction grade #2 or better Douglas fir or equal, S4S.

85. FIRE RETARDENT TREATED WOOD: provide fire labeled wood with minimum flame spread rating of 25, at the following locations: (1) blocking concealed within metal-framed drywall partitions and non-combustible construction, (2) Framing and blocking located above finished ceilings, and (3) blocking within fire rated demising walls.

86. METAL STUDS: roll formed channels of not less than no. 25 gauge galvanized steel of standard widths as indicated with holes for electrical conduits, "DW studs by U.S. gypsum."

87. INSTALLATION set rough carpentry work accurately to required levels and lines, with members plum and true and accurately cut and fitted. Securely attached carpentry work to substrate.

88. FINISH CARPENTRY SECTION 6B
PROVIDE standing and running trim, rails, casings, stools, etc. And shelf standards and brackets where noted on the drawings and as specified herein.

89. INSTALL prefinished, moldings and prefinished shelving furnished by the case work fabricator, where noted on the drawings and as specified herein.

90. SHELF STANDARDS & BRACKETS: K&V H161 X 18" brackets with K&V #83 standards.

91. INSTALLATION: Back prime lumber for Painted finish typically. Install work plumb, level, true and straight with no distortions. Shim as required using the concealed shims. Scribe and cut to fit adjoining work. Install with minimum number of joins possible using full-length places to the greatest extent possible. Cope at returns, mister that's corners and use scarf joints for end to end joints.

ANCHOR to blocking or directly to substrate with countersunk, concealed Fasteners and blind nailing where possible. At the drywall partitions, where blocking does not exist, use adhesive and pre-drilled countersunk trim head sheet metal screws to attach finish carpentry to metal studs. Show recess with wood putty to match surface color and texture of wood finish.

92. CUSTOM CASEWORK SECTION 8C
WORK INCLUDES shop fabricated laminate finished casework and countertops, as indicated on the drawings.

93. QUALITY ASSURANCE: comply with AWI "quality standards" section 400 for "custom" grade, except that cabinet shall be European-style without face frames.

94. SUBMIT SHOP DRAWINGS to show location of each item, dimensioned plans and elevations, large-scale details, attachment devices and other components. The Designer review of such drawings will be for design conformance only. Allow 10 working days for the Designer review. Drawings will be submitted to the San Isidro Restaurant and Designer.

95. VERIFY FIELD MEASUREMENTS and provide dimensions for casework shop drawings before fabrication.

96. CASEWORK MATERIALS SCHEDULE:

MARINE PLYWOOD (PLYWD): 3/4 in. Thick u less noted otherwise

97. COUNTERTOPS: see drawings for details.

K&D JOINT FASTENERS: "Knape & Vogt" #516 ZC tile joint fasteners SPRING HINGES (at top & bottom of gate), "bommer" #1515 X US PIANO HINGE: "stanley" #311 X US 26 X 1-1/2"
DRAWER SLIDES: "Grass" #6020 bottom mount, white
CABINET DOOR HINGES: "blum" #75M 5580-175 deg. Self-closing COAT HOOKS: "Ives" #581-3

98. BASE CABINET & COUNTERTOP FABRICATION
Countertops: see drawings for details
Plam countertops: countertop plam on 3/4" marine plywd
Countertop web frames: 3/4" solid stock wood
Cabinet web frames: 3/4" plywd or solid hardwood, fabricator's option Access panels (between cabs), Plam on 3/4" plywd with self edging at bottom Typical cabinet backs: 3/4" marine plywd with plam
Typical cabinet adjust. Shelves: 3/4" marine plywd with plam fin. Both sides Typical cabinet bases: exterior plywd
Open cabinet sides: plam fin. On 3/4" marine plywd
Open cabinet bottom shelf: plam fin. 3/4" marine plywd
Open cabinet edges/nosings:self-edged plam
Door cabinet sides: plam fin. Both sides of 3/4" plywd
Door cabinet bottom shelf: 3/4" marine plywd with plam finished top & bottom Door cabinet edges/nosings: self edged plam
Cabinet doors & drawer fronts: plam on 3/4" marine plywd Cabinet drawers & drawer edging: self edged plam

DIV-1.2
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL
215. HARDWARE ADJUSTMENTS: adjust hardware for proper operation after installation. Set hinges in in swing doors to hold doors open approximately 30 degrees from the closed position when unlatched. Set hinges on out swing doors to return to the fully closed position.
216. PROTECTION, CLEANING, AND FINAL ADJUSTMENTS: Protect units during delivery, storage, and after erection so that there will be no indication of use or damage at the time of acceptance. Replace damaged work as directed. Perform final adjustments to pilaster leveling devices, or hardware, and other operating parts of the partition assembly just prior to final inspection. Clean exposed surfaces of partitions, hardware, fittings and accessories, using materials and methods recommended by the partition manufacturer. 217. FOOD SERVICE EQUIPMENT SECTION 11A
RELATED PROVISIONS: the drawings, Division 1 General conditions and applicable paragraphs of Section 1A0 summary of work, apply to tie work of this section.
218. WORK INCLUDED: install food service equipment where shown on the drawings, as specified herein, and as needed for a complete and proper installation. Arrange for delivery, receive at the site, unload, protect, and set in place and coordinate final connections and adjustment. Contact owner, immediately, if equipment is delivered damaged. 219. RELATED WORK: Plumbing, electrical and ventilation work required in connection with the food service equipment is included and other applicable sections of these specifications.
220. QUALITY ASSURANCES: in addition to complying with pertinent requirements of governmental agencies having jurisdiction, equipment items and installation shall comply with:

National Sanitation Foundation (NSF)
Underwriters Laboratory (UL) for items with electrical components American National Standards Institute (ANSI) standards for vacuum breakers and air gaps to prevent siphonage in water piping National Fire Prevention Association (NFPA)
National electrical manufacturers Association (NEMA)
221. COORDINATION: verify and coordinate rough in locations of electrical and plumbing connections. Examine and inspect roughed in surfaces, and installation of floor, ceiling or other conditions under which the equipment is to be installed. Verify that dimensions of such items are acceptable before installation of the work. Do not proceed until unsatisfactory conditions have been corrected. 222. INSTALLATION: set each item of non-mobile and non-portable Equipment Security in place, leveled and adjusted to correct height. Anchor to supporting substrate where indicated and where required for sustained operation and use without shifting or dislocation. Conceal anchorages were possible.
223. ADJUST AND CLEAN: test each item of operational equipment to determine that it is operating properly. Coordinate repair or replacement of equipment found to be defective with the food service equipment supplier. Remove protective coverings, if any, and clean food service equipment ready for use.
224. AUTOMATIC SPRINKLER SYSTEM SECTION 15A
PROVIDE automatic fire extinguishing distribution system within the project site, or modify existing sprinkler system and head locations to accommodate new partitions, soffits, drops, ceiling heights, etc. 225. COMPLY with all requirements of the landlord, the landlord's fire insurance underwriter, and all governmental agencies and authorities having jurisdiction over the premises. Design and installation shall comply with NFPA #13 and #14 and all applicable state and local laws and ordinances. Subcontract the work to a licensed contractor approved for use for designated by the landlord. 226. SHOP DRAWINGS MUST be submitted to the landlord, and attain his written approval of the shop drawings prior to modification. Shop drawings shall show existing piping and sprinkler heads, relocated heads, ceiling construction and heights, lights, mechanical diffusers, soffits and other ceiling drops.
227. SUBMITTALS/CALCULATIONS AND SHOP DRAWINGS shall be signed/sealed by a registered professional engineer in Florida who is competent in design and preparation of an automatic sprinkler system. Use schedule 40 black iron pipe for entire distribution system.
228. ALL ELECTRICAL PORTION of system shall be implemented by a licensed electrician and shall be coordinated with sprinkler contractor.
229. NOTIFY landlord prior to draining and or refilling sprinkler system. Disconnect existing system from main system, perform the work, test and reconnect to the main system.
230. ALL work shall be done by landlord approved contractor or shall be done by landlord contractor at owner expense. 231. PLUMBING SYSTEM SECTION 15B
THE WORK includes modification to the existing plumbing system and providing new materials, fittings and accessories necessary for a complete functioning plumbing system. The work also includes final connections to Food Service equipment and beverage dispensing equipment provided by others. All work shall be in accordance with local codes and ordinances and subject to inspection.

Work on elevated concrete slabs shall be core drilled in coordination with landlord as to location and at times decreed by landlord. 232. SUBCONTRACT below slab sanitary sewer connections, new sewer work and installation and sealing of all penetrations to a plumbing sub-contractor approved for use by the landlord to ensure Integrity of the system. 233. HOOK-UP CHARGES: permits and other expenses related to a complete and functioning plumbing system are included as a part of this section.
234. THE INTENT of the drawings is to indicate the general extent of the work required for the project. The drawings for plumbing work are diagrammatic, showing the general location, type, fixtures and equipment required. The drawings shall not be scaled for exact measurements. Refer to manufacturer's standard rough and drawings for plumbing fixtures, for exact locations. 235. COORDINATE with the work of other sections, equipment furnished by others and with the constraints of the existing conditions of the project site.
236. PIPING SYSTEMS
GENERAL: all piping shall be run parallel to building lines and supported and anchored as required to facilitate expansion and contraction. All piping shall be concealed except in unfinished spaces. Install as required to me all construction conditions and to allow for installation of other work including ducts and electrical conduit. At all connections between ferrous piping and non-ferrous piping, provide an isolating dialectic union.
237. PROVIDE all fittings, accessories, offsets and materials necessary to facilitate the plumbing systems function as indicted by the design and the equipment indicated.
238. FIXTURES FURNISHED BY OTHERS: provide supplies and traps at all hand sinks and three compartment utility sink furnished by others. Refer to fixture schedule to verify items to be provided by owner. 239. SEWER AND WASTE PIPING: provide all drains and sewers within the leased space with connection to the landlord's existing drainage systems on site. All drainage piping (above and below grade) shall be service weight cast iron with "Tyseal" fittings or equal.

All drainage piping shall be uniformly pitched, 1/4" per foot unless otherwise required by existing conditions. 240. VENTS: provide a complete system of vent risers within the leased space, connecting into the landlord's existing vent system.

Pipe material shall match the waste piping. All vents shall be connected to existing vent systems, or carried through the roof with flashing. All roof penetrations shall be by the landlord approved contractor at the owner's expense. 241. CONTRACTOR'S ALTERNATE: when permitted by landlord and local code only, submit alternate cost to the owner for a complete system of PVC drain, waste and vent piping.
242. CLEANOUTS: provide cleanouts as shown on plumbing floor plan. Cleanouts shall be of the same size as the pipes they serve. 243. WATER DISTRIBUTION PIPING: hot/cold portable distribution systems shall be installed per plan which shall allow the pipe drain automatically when needed. Utilize type K copper within the walls and Type L copper above the ceiling. Pipe penetration through walls shall be sleaved to protect pipe and insulation. 245. PIPE INSULATION: insulates all hot and cold water piping. Provide 1/2" preformed fiberglass, ASJ V8, flame spread 25, smoke developed 50, ASTM C 547.
246. SHUTOFF VALVES with unions shall be provided for service to each plumbing fixture. Food service equipment item or other equipment item to facilitate isolation for repair or replacement. Valves shall be equal to Jenkins #902 T ball valve, Chrome finished bronze, teflon seats and packing, 400 lb. W.O.G., solder end. 247. ACCESS PANELS shall be provided under the section where control devices, valves, etc. Are concealed within walls. Whwre access for adjustment and maintenance is possible through lay in suspended ceilings, access panels are not required. 248. SUPPLIES AND TRAPS: provide water sealed traps and/or supplies installed as close as possible to all plumbing fixtures, drains and food service equipment or beverage dispensing equipment items furnished by others, having a waste connection, or requiring water service. Exposed traps and supplies in exposed areas (including cabinet interiors) shall be chromium plated brass with chrome plated escutcheon plates.
249. INSTALLATION: thoroughly clean items before installation. Cap pipe openings to exclude dirt until fixtures are installed and final connections have been made. Proceed as rapidly as construction will permit. Sit fixtures level and in proper alignment. Install supplies in proper alignment with fixtures.

Install silicone sealant between fixtures and adjacent material for sanitary joint. Test water system under 150 PSIG hydrostatic pressure for 4 hours minimum. When testing indicates materials or workmanship is deficient, replace or repair as required and repeat test until standards are achieved.
250. NATURAL GAS PIPING SYSTEM SECTION 15C
PROVIDE a complete gas piping system to serve food service equipment items and the water heater when indicted on the drawings.

Provide either threaded steel or malleable iron pipe with malleable fittings or welded steel. Provide all unions, shut-off valves and dirt legs required by NFPA 54 and governing local codes. Provide all tests, meters, inspections, hangers and equipment connections required for a complete and operating system.
251. HVAC SYSTEM SECTION 15D
THE WORK INCLUDES modification to the existing HVAC system and providing new duct work, grilles, insulation controls and equipment necessary for a complete functioning system.
252. THE WORK INCLUDES a complete functioning HVAC system including ductwork, grilles, insulation controls and equipment.

HVAC SYSTEM INCLUDES but is not necessarily limited to the following:

Heating, ventilating and air-conditioning unit(s)
Supply and return duct work system with grilles, diffusers, filters and dampers Temperature control system including low voltage wiring duct, piping and equipment insulation where indicted herein Roof curbs, Roofing and flashing of roof penetrations required for equipment noted Controls and wiring for connection to landlords fire/smoke alarm system (when reqd.) Installation of type 1 exhaust hood at fryers, furnished by others Installation of "ansul" system in type 1 exhaust system, furnished by others Refer to summary of work section 1A0 for additional requirements. 253. SUBCONTRACT the work of this section to an entity approved for HVAC work by the landlord, to ensure integrity of the system. 254. DRAWINGS for HVAC work are diagrammatic, showing the general location, type, layout and equipment required. The drawings should not be scaled for exact measurements. Refer to manufacturer's standard installation drawings for equipment connections and installation requirements, as required. Furnish and install the ductwork, connections, accessories, offset and materials necessary to facilitate the systems functioning as indicated by the design and the equipment indicated. The work shall be in accordance with local codes or ordinances and subject to inspection.
255. COORDINATE with the work of other sections, equipment furnished by others, requirements of the landlord and with the constraints of the existing conditions of the project site. 256. ROOFTOP EQUIPMENT items shall be furnished with integral mounting curb, to comply with the requirements of the existing roofing system.
257. DUCTWORK:

Sheet metal fabricated and installed to ASHRAE and SMACNA standards. Sheet metal shall be 24 gauge galvanized sheet steel of lock forming quality, ASTM A525. Unless otherwise noted, the dimensions on drawings are not inside clear dimensions on lined ducts, or sheet metal dimensions on unlined ducts. All angle iron used for support shall be galvanized. Connections to walls or floors shall be airtight witb angle iron and caulking.
258. TYPE 1 EXHAUST DUCT: 16 gauge steel with continuous liquid tight welds on all external surface of duct. Do not penetrate duct walls with anchors or fasteners. Fabricate in compliance with NFPA requirements, so that grease will not be pocketed in any portion.

Slope horizontal ducts at a minimum 1/4" per foot toward the exhaust hood or an approved grease reservoir. When horizontal ducts exceed 75" in length, provide minimum 1" slope per foot. Access doors or cleanouts (if required) shall be tight fitting units constructed of the same material as the duct, latched to be opened without use of a tool. 259. SEAL all duct seams transverse and longitudinal, air tight. Provide turning vanes at all elbows or offsets exceeding 33 degrees. 260. COMBUSTION EXHAUST SYSTEM: provide all draft hoods, vent connectors, listed caps and type "8" flues necessary to vent the products of combustion from gas appliances shown on the plan. Comply with NFPA 5A for size and installation requirements and local codes having jurisdiction.
261. DUCT INSTALLATION/LINER: Provide 1 1/2", 2" dealing duct liner on all supply and return air duct. Duct liner shall be 3 PCF neoprene coated duct liner meeting NFPA 90A, flame spread under 25, smoke developed under 50. Apply to sheet metal ductwork with 100% coverage of adhesive. Provide additional mechanical fasteners on ducts over 12" wide or 16" high. Mechanical fasteners shall be "Gripnail" or welded pin and speed clips spaced 15" O.C. 262. FLEX DUCT: provide factory assembled class 1 air duct (UL 181) with 1" thick 1PCF fiberglass insulation and reinforced outer protective cover/vapor barrier. Flex duct shall meet NFPA 90A with flame spread under 25, smoke developed under 50 and shall be rated for 2" W.G. pressure and 0 to 250 degree temperature. Provide metal adjustable clamping devices, screw operated. Used twist-lock conical tap colors at connections into sheet metal ductwork. Do not exceed 12 feet in length for any flex duct. 263. ACCESS PANELS: provide hinged access panels and ductwork where required for access to equipment. Provide insulated access doors in insulated ductwork.
264. ROOF PENETRATIONS shall comply with SMACN and NRCA standards, with requirements of the landlord, and with all requirements of the existing roofing warranty or guarantee. Subcontract roofing penetration work to an entity approved for use by the landlord. Do not perform roofing penetrations in a manner which would void or otherwise limit the existing roofing warranty or guarantee in force, if it exists.
265. FIRE DAMPERS shall be installed wherever ducts penetrate fire rated corridor or demising walls and at fire rated floors or ceilings.

Provide access door for servicing.
266. TEST AND ADJUST each piece of equipment and each system as required to assure proper balance and operation. Eliminate noise and vibration and assure proper function of all controls, maintenance of temperature and operation. 267. TYPE 1 EXHAUST HOOD SECTION 15E
NFPA compliance: comply with NFPA 96 standard for the installation of equipment for the removal of smoke and grease laden vapors from commercial cooking equipment. UL compliance: comply with UL listing requirements. Hoods shall be UL listed for appliances to be encountered and conditions scheduled and shown on all drawings. 268. CODE compliance: comply with all state and local codes, including the city codes and regulations, having jurisdiction concerning the fabrication and installation of kitchen exhaust hoods. 269. WIRING diagram: submit manufacturer's electrical requirements and electrical ladder type wiring diagrams for interlock and control wiring. Clearly differentiate between portions of factory installed wiring and field installed wiring. 270. MAINTENANCE Data: submit maintenance data and parts list. Materials shall be free from all defects and imperfections that might affect serviceability of finished product. Workmanship shall be of the highest grade throughout and in accordance with best standard practice for this type of equipment. All fabricated equipment shall be custom built by fabricators who have a complete factory with suitable equipment, personnel and engineering facilities to properly design, detail and manufacture the highest quality of product. All equipment appearing in this specification shall be constructed and furnished in accordance with the standard as set forth by the National Sanitation Foundation.
271. STAINLESS STEEL WELDS: welds of stainless steel are to be arc-welded using stainless steel electrode rods. Welds to be free of pits, flaws and open to remove flux and other impurities. Welds shall be ground smooth and polished to original finish of the metal with the grain uniform to the grains of the original sheet. Where grinding and polishing has destroyed the grain, restore and blend to obliterate all traces of welding. Acetylene welding or silver solder will not be accepted. All weld, whether concealed or exposed on unpolished surfaces shall be ground back to the surface of the original metal to remove all impurities for welds. Solder is not permissible.
272. FINISHING: wherever sheared edges occur, they shall be free of burrs, projections and finished to alleviate all danger of cutting where miters or bullnose corners occur, they shall be neatly finished as previously specified under "welds" with all under edges of material ground to uniform condition. All raw ends of edges shall be finished with filler pieces welded in. 273. BOLTS, SCREWS, RIVETS: wherever possible, exposed surfaces shall be free of bolts, screws and rivet heads. Wherever bolts are used to fasten trim to paneling and body of counter cabinets and similar equipment, such bolts and screws shall be of approved concealed type and shall be of metal of same composition as metal to which they are fastened. 274. PROVIDE ALL UL listed stainless steel grease filters. Do not exceed 270 FPM air flow velocity for all hoods except for the Char-Broil Hood, so not exceeds 350 FPM. Provide UL listed vapor proof incandescent lights. 275. FURNISH and install a complete pre-engineered, cartridge operated, wet chemical fixed nozzle piped hood extinguishing system as manufactured by the ansul company, known as the ansul 102 system or approved equal. The system shall be tested and listed in accordance with Underwriters Laboratories standard and shall meet the provisions of National Fire Protection Association standard for the installation of equipment for the removal of smoke and grease Laden Vapors from commercial cooking equipment, NFPA No. 96 and NFPA No. 17.
276. THE PRE ENGINEERED fire suppression system shall be designed to provide protection for ventilating hoods and ducts and appliances such as deep fat fryers, charcoal broilers, ranges and etc. The system shall be capable of automatic and manual operation. 277. AUTOMATIC operation of the system shall be by means of 280F or 360F fusible metal links. Links shall be selected depending on operating temperature of the ventilating system. Separation of the link shall cause a puncture pin piston to fire. The release mechanism shall have a visual indicator, visible without having to open the enclosure. The releasing device shall release a potassium carbonate, potassium acetate based formula designed for securement of grease fires. 278. THE chemical tank shall be of stainless steel, 3 gallon capacity. Provide welded steel wall bracket with hinged bracket bands. 279. ALL discharge nozzles shall be designed and listed for use with this system. Nozzles shall be selected for the hazard they are designed to protect as Illustrated in the installation manual. All nozzles shall be provided with self-closing covers or blow off caps to keep foreign matter from entering the nozzle.
280. ALL piping provided to convey the wet chemical from the tank to the nozzles shall be schedule 40 (standard weight) hot dipped galvanized malleable iron (concealed) or chrome-plated malleable iron or stainless steel (exposed). The piping shall be balanced according to the ratios provided and shall not exceed the length provided in the installation manual. 281. THE following auxiliary devices shall be provided, including conduit and junction boxes as required for the fire suppression system: remote Pull Station as required. A pull station located adjacent to each Hood. 3 spot interlock contact for fans and equipment shutdown. All the electrical and gas operated equipment under the hood shall be shut down. 282. UPON completion of the installation, the supplier shall complete the installation certification form and provide applicable portions to the authorities having jurisdiction, such as the owner, the insurance services office, the city, the fire marshal, etc. This system shall protect the planum, duct and surface in accordance with NFPA 96 and all authorities having jurisdiction. 283. ELECTRICAL WIRING: install electrical devices furnished by manufacturer but not specified to be Factory mounted. Furnish copy a manufacturer's wiring diagram submittal to Mechanical and electrical installer. 284. VERIFY that electrical wiring installation is in accordance with manufacturer's submittal and installation requirements of division 15 sections. Verify proper rotation direction of fan wheels. Do not proceed with equipment start up until wiring installation is acceptable to equipment installer.
285. CLEANING: clean factory finished surfaces. Repair any marred or scratched surfaces. 286. ELECTRICAL SYSTEM SECTION 18A
THE WORK includes modification to the existing electrical system and providing new materials, fixtures, devices and accessories necessary for a complete functioning electrical system. The work also includes final connections to Food Service equipment items provided by others. All work shall be in accordance with local codes or ordinances and subject to inspection. 287. THE INTENT of the drawings is to indicate the general extent of work required for the project. The drawings for electrical work are diagrammatic, showing the location, type, devices and equipment required. The drawing shall not be scaled for exact measurements.

Provide all fixtures, device accessories, offsets and materials necessary to facilitate the systems functioning as indicated by the design and the equipment furnished by others. For additional electrical specifications, see electrical drawings. 288. COORDINATE with the work of other sections; make all connections to equipment furnished by others and with the constraints of the existing conditions of the project site.
289. COMPLY with all laws applying to electrical installations in effect and with the most recent edition of the national electrical code.

All materials used shall be new and shall conform to the standards established by the Underwriters Laboratories Inc. 290. VERIFY voltage drops and A.I.C. ratings for all equipment connected and verify size of electrical system breakers, conduit etc. as necessary.
291. ROOF PENETRATIONS shall comply with SMACNA and NRCA standards, with requirements of the landlord, and with all requirements of the existing roofing warranty or guarantee. Sub contract roofing penetration work to an entity approved for use by the landlord. Do not perform roofing penetrations in a manner which would void or otherwise limit the existing roofing warranty or guarantee in force, if it exists.
292. ROOFTOP OUTLET: provide weatherproof grounded outlet at new equipment installed on roof, if not already existing within 25 feet of equipment item to be serviced.
293. PANELBOARDS shall be manufactured by Square D or equal, meeting U.L standards 50 and 67, with U.L. label. Utilize existing panel boards when possible.
294. BREAKERS: thermal magnetic type, quick make, quick break, plug-in type of single unit construction. Two and three pole breakers shall be single unit common trip type. Breakers used as switches for 120v lighting circuits shall be approved for that use and marked "SWD".
295. CABINETS shall be one piece code gauge galvanized steel with mounting studs, wiring gutters of ample size and knockouts for conduit connections as required. Bus bars shall be 98% conductive copper, aluminum, or copper clad aluminum. Fronts shall be one place code gauge furniture steel with adjustable fasteners. Provide flush mount units unless otherwise indicated. Provided plastic-covered typewritten schedule identifying all branch circuits inside each cabinet. 296. GROUNDING SYSTEM: permanently and effectively ground all metallic conduit, supports, cabinets, panel boards and system neutral conductors. Maintain continuity of equipment ground throughout the system. Ground clamps shall be approved type, specifically designed for grounding where grounding conductor is enclosed in conduit; ground clamp shall be of a type which grounds both conductor and conduit. All circuits in flexible metal or plastic conduit shall include a ground wire sized in accordance with NEC table 250 95.
297. CONDUIT shall be sized to comply with NEC for number and size of conductors installed, minimum 1/2" above grade. Provide schedule 40 PVC plastic conduit below-grade, minimum 3/4". Provide electrical metal tubing (EMT) meeting FS W C563, armor cable, or flexible conduit (in lengths 6' or less) for interior locations. EMT connectors and couplings 2" and smaller shall be set screw type.

Clamp conduit to boxes with bushing inside and locknut outside. 298. CONDUCTORS: insulated soft annealed copper with color coding, 8 and 5 gauge, #10 and smaller to be solid #8 and larger to be stranded, minimum #12 unless otherwise indicated. THW and THHN may not be used underground, at service entrances, outside, or in wet locations. All insulation to be rated for 600V and types as follows:
#10 and smaller: THW,THWN OR THHN
#8 to #4/0: THW or THHN
Over #4/0 ordinary service: THW
Wire through Fluorescent fixtures or within 3' of heating equipment: THHN Over #4/0 wet or hot service: THW
Service Entrance: THW
299. DEVICES shall be manufactured by Leviton or equal. All devices and cover plates shall be ivory color. Standard duplex receptacles shall be grounding type, 20A, NEMA WD 2 standard 5 20R, back and side wired. Other devices shall be as indicated on the drawings, or as required by the equipment item intended to be served. Where switches are grouped, provide gang plates. 300. LIGHT FIXTURES: provide fixtures with lamps as indicated on drawings. Provide fixture hickeys, suspension nipples and splice fixture wiring to outlet box wiring as required. Provide trim to fit each ceiling condition encountered, notwithstanding model numbers indicated in fixture schedule.
301. LAYOUT: branch circuit wiring and arrangement of home runs for maximum economy and efficiency. Increase wire size if volume drop exceeds 3% or 100 feet of length.
302. CONCEAL WIRING SYSTEM above suspended ceilings or in wall or floor construction where possible. Install conduit parallel to building lines and to clear all openings, depressions, pipes, ducts, structure, etc. 303. INSTALL CONDUIT continuous between boxes and cabinets with no more than 3 90 degree bends. Securely fasten in place with straps, hangers and steel supports as required. Do not support conduit from suspended ceiling grid or suspension wires. Ream conduit ends before installation and thoroughly clean before installation. Openings shall be plugged or covered to keep conduit terminals on switches and outlets shall not be used to "feed thru" to the next switch or outlet. The disconnection or removal of a receptacle, fixture, or other device fed from a box shall not interfere with or interrupt the conductor continuity. 304. ADJUSTING AND TESTING: all electrical equipment shall be adjusted and tested for proper operation. Completed wiring system shall be free from short circuits.
305. TOUCH UP or refinish damaged surfaces of fixtures and equipment, exposed to view. 306. CLEAN all fixtures, glassware and lamps, ready for beneficial use by the owner.

DIV-1.3
PLOT:

SCALE:

DRAWN BY:

SHEET:

SHEETS

AS NOTED
EDUARDO GUZMÁN
REVISIONS:

OWNER / TENANT:

STAMP: PROJECT: TENANT IMPROVEMENT RESTAURANT
S A N I S I D R O2327 ROSEMEAD BLVD. EL MONTE, CA 91733 APN: 5281-018-001 2327 ROSEMEAD BLVD.

EL MONTE, CA 91733
(626) 442 - 6414
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DATE:

FEBUARY 25, 2021

R E S T A U R A N T
1 05-18-21 PC#1 PLANNING CORR.

JUNE 11, 2021
PRIOR TO COMMENCENT OR DURING THE JOB: DESIGN, FOOTINGS, FLOOR, CEILING, ROOF (PITCH ./ SLOPE) & STRUCTURAL DETAILS THE GENERAL CONTRACTOR / OWNER SHALL VERIFY THE EXISTING FIELD CONDITIONS TO MATCH WITH THE NEW CONSTRUCTION BEFORE PROCEEDING WITH THE WORK. UNLESS THE PLAN SPECIFY DIFFERENT CONDITIONS, DISCREPANCIES IN DRAWINGS OR BETWEEN DRAWINGS, SHALL BE REPORTED TO THE DESIGNER / ENGINEER PRIOR TO START THE JOB.

COPYRIGHT NOTICE: THIS MATERIAL IS OWNED BY AND IS THE SOLE AND EXCLUSIVE PROPERTY OF DESIGNER AND IS SUPPLIED TO CLIENT ON A CONFIDENTIAL BASIS SOLELY FOR USE IN CONNECTION WITH THE PROJECT IDENTIFIED HERE ON FEDERAL LAWS PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF : E.G. & ASSOCIATES DESIGN CONSULTANTS / EDUARDO GUZMAN PH: (562) 904 - 0499
E: [email protected]
W: EGDESIGNCONSULTANT.COM

EDUARDO GUZMAN
8531 FLORENCE AVENUE
SUITE 100
DOWNEY CA 90240

E G & A S S O C I A T E S

D E S I G N

C O N S U L T A N T S

M A R I S C O S
05-25-21 PC#1 PLANNING RESUB
05-31-21 PC#1 PLANNING APPROVAL

99. GENERAL FABRICATION & ASSEMBLY:

SHOP FABRICATE casework to dimensions, profiles and details indicated on shop drawings. Where necessary for fitting at site, provide ample allowance for scribing, trimming and fitting. Complete fabrication, finishing, hardware application and other work before shipment to project site to maximum extent possible. 100. SHOP ASSEMBLY: completely assemble counter front, cabinets, countertops, posts and glazing in shop prior to shipment to project site. Mark individual items and sequence with removable materials to facilitate field assembly. 101. MARBLE FABRICATION shall be in strict compliance with industry standards. Field verify dimensions and submit color sample before proceeding with fabrication. All surfaces shall be uniform polished glass, all edges eased and polished smooth.
102. INSTALLATION:

INSTALLATION CASEWORK plumb, level, true and streets with no distortions. Same as required using concealed shims. Install to a tolerance of 1/8" in 8'0' for plumb and level and with no variations in flushness of adjoining surfaces.

Scribe and cut to fit adjoining work. Anchor to blocking or directly to substrates without distortion so that cabinet doors fit openings properly and accurately aligned. Adjust hardware to center doors and openings and to provide free operation. Anchor countertops security to base units and other support systems as indicated. 103. ADJUST AND CLEAN: repair damaged and defective casework where possible to eliminate defects, where not possible to repair, replace casework. Clean, lubricate and adjust hardware for smooth operation. 104. SEALANTS SECTION 7A
PROVIDE sealants complying with requirements included herein, in order to establish and maintain airtight, vermin proof and waterproof continuous seals on a permanent basis. Failure of installed sealants to comply with this requirement will be recognized as failure of materials and workmanship. 105. PROVIDE SEALANTS where noted on the drawings and at the following locations:

Base cabinets to adjacent wells
Countertops to loose backsplashes
Counter backsplashes to adjacent wall finish
Glass sneeze guards to support posts
Countertop sink units to countertops
Sink units to adjacent walls
Pipes, sleeves, chutes, duct and other similar penetrations thru partitions 106. SEALANT MATERIAL: C.E. SCS 1200 or equal single components one part silicone rubber based air curing non-sag elastomeric sealant complying with FDA requirements for direct contact with food products. Do not provide sealant with mold and mildew resistant materials.
107. INSTALLATION: clean joint surfaces immediately before installation. Prime core seal joint surfaces as recommended by a manufacturer. Comply with a manufacturer's instructions. Fill sealant rabbet to a slightly concave surface, slightly below adjoining surfaces. Where horizontal joints are between a horizontal surface and vertical surface, fill joint to form a minimum 1/4" radius convex cove, so that joint will not trap moisture and dirt. 108. CLEAN UP do not allow sealants to overflow joints or to spill over adjoining work, or to migrate into voids of exposed finishes. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. 109. METAL DOORS & FRAMES SECTION 8A
PROVIDE metal door frames and hollow metal doors, where noted on the drawings and as specified herein. Comply with applicable requirements of the Steel Door Institute "Recommended Specifications Standard Steel Doors and Frames."
110. LABELS: where noted in the drawings, or where required by the building code to be constructed of fire resistive construction, provide "UL" or "Warnock Hersey" tested and label products. 111. INTERIOR DOORS: 1 3/4 in. Thick, with 20 gage cold rolled sheet steel faces, flush type with visible edge seems, equal to steel craft #L 20 4
112. DRYWALL FRAMES: 18 gage cold rolled steel, knock down type, with resilient bumpers, equal to Steel Craft series DW164 "Easy Set" drywall frames. Provide 18 gage drywall frame anchors welded to frame, 4 anchors per jamb minimum.
113. GENERAL FABRICATION: fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckles. Where possible, fit and assemble units in manufacturer's plant, shop prime all hollow metal doors and frames.
114. HARDWARE PREPARATION: unless otherwise indicated, all doors and Frames shall be mortised and reinforced for hardware in the factory.
115. PREFIT doors at factory with clearance of 1/8" at vertical edges and at top, 1/8" in 2" bevel at lock edge, bottom clearance. 3/8" without threshold, 3/4" with threshold. 116. INSTALL hollow metal doors and frames in accordance with manufacturer's recommendations. Set frames accurately in position, plumbed, aligned and braced securely. Fit doors accurately within frames, in accordance with clearances indicated herein. Sand smooth all rust or damaged areas of prime coat and apply touch up coats of compatible primer.
117. WOOD DOORS SECTION 8A
PROVIDE wood doors where noted on the drawings, as specified herein and in compliance with applicable requirements of AWI "Architectural Woodwork Quality Standards." 118. SOLID CORE FLUSH WOOD DOORS: AWI Section 1300, custom grinds, construction meeting AWI spec standard #FPC 7, particle board core with 3 plug manufacturers face veneer.

Natural finished doors: natural finished birch hardwood Painted doors: Tempered Hardboard Veneer
119. PREFIT doors at factory with clearances of 1/8" at each vertical edge and at top, 1/2" at bottom, and 1/8" in 2" bevel at lock edge, 3/8" clearance above floor without threshold, 3/4" above floor with threshold. 120. INSTALL doors to comply with manufacturer's instructions. Fit doors and frames with uniform clearances and bevels. Machine doors for hardware, if required. Seal out surfaces of door edges after feeding and machining. Refinish or replace doors damaged during installation.
121. ENCLOSURE GRILLES SECTION 8B
PROVIDE enclosure grille where indicated on the drawings and as specified herein. Unit shall be a complete operating assembly including curtain, guides, locking hardware, operators and installation accessories where indicated. 122. OVERHEAD COILING GRILLE, "Kinnear" Vue Art, bronze nylon links on horizontal steel tubes at 3" OC. Bottom rail and side guides to match color of Grill curtain. Bottom rail to be provided with cylinder looking accessible from both sides, operation, manual push up type. Crank operated with locking crank cover plate assembly. Motor operated, with 1/3 HP, 115V single phase motor and locking switch.
123. CHAIN CLOSURE: "Roll O Matic" LinksGuard model 2000, natural chain. Finish unless otherwise indicated, underside mounted, with stacking beyond the opening indicated. Space vertical channels at 5'0" oc max. 124. SIDE STACKING GRILLE: " Dynamic Closures" (phone # __________) Starlite model S 126 with dark bronze anodized aluminum finish or equal.
125. INSTALL Grille units and operating equipment complete with all necessary hardware, in accordance with manufacturer's instructions. Upon completion of installation including work by other trades, lubricate, test and adjust unit to operate easily.
126. FINISH HARDWARE SECTION 8C
PROVIDE finish Hardware throughout the work as needed for a complete installation and as specified herein. 127. FIRE RATED OPENINGS: comply with NFPA standard No. 80 and local codes for installation of hardware and fire-rated assemblies. Provide only hardware which has been tested and listed by UL or FM in compliance with requirements of door and door frame labels.
128. REMOVE EXISTING DEADBOLTS with keyed cylinder locks inside occupied space. Replace with new deadbolt, or reconfigure existing units, to provide an inside thumb turn latch. 129. FASTENERS: provide necessary screws, bolts and other fasteners of suitable size and type to anchor hardware in position for long life under hard use. Provide concealed fasteners for hardware units which are exposed when door is closed.
130. INSTALL hardware items at heights listed below, or if not noted, installed as recommended by the door and hardware Institute, except as specifically required to comply with local codes. Install hardware in compliance with the manufacturer's instructions and recommendations. Set units level, plumb and true.

Standard hinges:

Top: 5" from head of frame to top of hinge
Bottom: 10" from floor to bottom of hinge
Intermediate: centered between top and bottom hinges
Pivot hinges at the double swing door: top and bottom of jambs at both sides of frame.

Deadlocks: 60" from floor to centerline of bolt
Door pulls: 42" from floor to centerline of grip
Door push plates: 48" from floor to centerline of plate Lock and latch sets: 38" from floor to centerline of knob ADJUST and to check operation of every units. Replace units which cannot be adjusted to operate freely and smoothly. 131. HARDWARE SCHEDULE: see drawings
132. GLASS AND GLAZING SECTION 8D
PROVIDE glass and glazing at sneeze guards, as shown on the drawings and as noted herein. 133. TEMPERED GLASS: 1/4" clear annealed glass, heat-treated to strengthen glass in bending to not less than 4.5 times annealed strength.
134. MIRROR GLASS: 1/4" Quality q2 clear float glass: full silver coating, copper coating and organic coating (if applicable).
135. SEALANT: silicone rubber base elastomeric sealant, equal to CA SCS1200, clear color. 136. PROTECT GLASS FROM EDGE DAMAGE during handling and installation. During installation, discard units with significant edge damage or other imperfections.
137. CLEAN GLAZING CHANNEL to receive glass immediately before glazing. Remove Coatings which are not firmly bonded to channel. Remove lacquer for metal surfaces where elastomeric sealants are used. Force sealant into channels to eliminate voids and to ensure complete "wetting" or bond of sealant to glass and channel surfaces. 138. TOOL EXPOSED SURFACES of glazing liquids and compounds to provide a substantial wash away from glass, to eliminate dirt and moisture pockets.
139. CLEAN AND TEIM excess glazing materials from glass and glazing channel promptly after installation and eliminate stains and discolorations.
140. REMOVE AND REPLACE GLASS which is broken, chipped, cracked, abraded or damaged in other ways during construction, including natural causes, accidents and vandalism. 141. WASH AND POLISH GLASS on both faces not more than one day prior to substantial completion. 142. GYPSUM DRYWALL SECTION 9A
PROVIDE screw type metal support system, gypsum wallboard, type 1 exhaust duct enclosure to roof, and drywall finishing of partitions, furring, ceiling and soffit drops where shown or noted on the drawings and as specified herein. 143. METAL FURRING: ASTM C 645, 25 gauge, 7/8" size hat shaped unless noted otherwise. 144. METAL STUDS/RUNNERS: ASTM C 645, 25 gauge, 3 5/8" depth unless noted otherwise. " C H" & "E" STUDS: ASTM C 645, 25 gauge, galvanized, 2 1/2" depth, equal to USG #212CH25 & #212ES25 respectively, with C H studs at maximum 24" spacing.
145. GYPSUM WALLBOARD: ASTM C 36, Type X, beveled edge, 24" wide, 1' thickness, a maximum length available to minimize joints, equal to USG gypsum shaft wall liner. 146. TRIM ACCESSORIES: provide manufacturer's standard galvanized steel trim accessories with beads for concealment of flanges in joint compound.

Control joints: provide 2 butted edge trim beads in lieu of one piece unit. 147. JOINT TREATMENT: ASTM C 475, paper reinforcing joint tape, with ready mixed vinyl type joint compound, multi-purpose grade. Comply with "Gypsum Construction Handbook" by United States Gypsum Company and "Recommended Specifications for the Application and Finishing of Gypsum Board" by the Gypsum Association for all installation work.
148. FRAMING INSTALLATION: isolate stud framing from transfer of structural loading to system, both horizontally and vertically. Provide slip or cushioned type joints to attain lateral support and avoid axial loading. Install Runner tracks at floors, ceilings and structural walls and columns where a gypsum drywall stud system abuts other work. Space studs and wall furring members at 16" o.c. typically. Frame door openings with 2 20 gauge studs at each jamb, with running track at head secured to jamb studs.
149. INSTALL GYPSUM BOARD vertically to avoid end butt joints where possible. If necessary, locate end butt joints as far from center of walls and ceilings as possible and stagger not less than 1'0". Do not install imperfect, damaged or damp boards. Do not force in place. Locate joints over supports, with like edges (tapered or cut) abutting. Form control joints with space between edges of boards, prepared to receive trim accessories. 150. INSTALL METAL CORNER BEADS at all external corners of drywall work. Install metal edge trim at all edges where gypsum board is exposed or semi exposed. Install control joint above all door jambs, and as indicated on the drawings.
151. APPLY JOINT TREATMENT at all joints (both directions), metal trim flanges, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for final finish. Apply joint compound in three coats and sand smooth between last two coats and after last coat. 152. CERAMIC TILE SECTION 9B
PROVIDE tile units indicated on the drawings, with bull nose trim units matching characteristics of adjoining flat tile.

Provide cove base units when noted on the drawings.
153. SEQUENCE OF WALL TILE WORK: install ceramic wall tile only after base cabinets, countertops and wall cabinets have been set in place.
154. SEQUENCE OF CERAMIC FLOOR TILE:

With ceramic cove base, install ceramic floor tile after installation of gypsum wallboard partitions and after installation of base cabinets.
155. MAINTENANCE STOCK: at time of completion, deliver to the owner a minimum of: 4 square feet of field color wall tile, two square feet of each trim color wall tile, and 10 square feet of floor tile, of each tile size used, for future replacement use.
156. FLOOR TILE shall be set on "Hydroment Ultra Set" waterproof membrane, 30 mil thickness and hydroment 1900 apoxy modified mortar and grout, or approved equivalent. Grout color: reference material and color schedule. 157. WALL TILE shall be set in organic adhesive meeting ANSI A136. 1, type 11. Use Portland cement grout with acrylic additive, per TCA method No. W242. Grout color: reference material and color schedule. 158. TILE INSTALLATION: remove existing Coatings, curing compounds, membranes, oil, grease , wax or dust.

Extend tile work into recesses and under or behind equipment and fixtures, to form a complete covering without interruptions. Terminate work neatly at obstructions, edges and corners without disrupting pattern or joint alignments. (see drawings for wall tile behind equipment not required.) 159. ACCURATELY form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces.

Carefully grind cut edges of tile abutting trim, finish or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and other penetrations so that plates, collars, or covers overlap tile. 160. JOINT PATTERN: unless otherwise shown, lay tile in grid pattern. Lay out tile work and center tile fields in both directions in each space or on each wall area. Adjust to minimize tile cutting, provide uniform joint widths. 161. CLEAN AND PROTECT: upon completion of placement and grouting, clean all tile services so they are free of foreign matter. Protect installed tile until grout has cured. Provide kraft paper or other heavy covering to prevent damage or soling to floor tile.
162. ACOUSTICAL CEILINGS SECTION 9C
PROVIDE acoustical panel ceilings with exposed suspension grid, as shown and the scheduled on the drawings, and as specified herein.
163. MAINTENANCE STOCK: at time of completion, deliver one package of acoustical panels to the owner of each type of material used, for future replacement use.
164. SUSPENSION MATERIALS: comply with ASTM C 6354 intermediate duty class system. Size attachment devices for 5 x design load. Hanger wire shall be galvanized carbon steel, ASTM A 641, soft temper, pre-stretched, 12 gauge minimum.
165. INSTALLATION:

COMPLY with manufacturer's printed instructions and with government regulations, fire resistance rating requirements and with industry standards applicable to the work.
166. ARRANGE acoustical units and orient directionally patterned units in the manner shown by reflected ceiling plans, with pattern running in one direction. Coordinate with mechanical, electrical and sprinkler system requirements. 167. INSTALL SUSPENSION SYSTEM to comply with ASTM C 636, with hangers supported only from building structural members. Locate hangers not less than 6" from each end and space 4'0", along each carrying channel or direct hung runner. Secure wire hangers by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices which are secure and appropriate for substrate. 168. INSTALL EDGE MOLDINGS at perimeter of acoustical ceiling area and its locations where necessary to conceal edges of acoustical units.
169. INSTALL ACOUSTICAL PANELS in coordination with suspension system, with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. 170. PAINTING SECTION 9D
WORK INCLUDES surface preparation and painting of all interior surfaces exposed to view, throughout the project.

Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. Exposed portions of flush-mounted grilles, diffusers and recessed light fixture trims shall be painted to match the color of the ceiling, if the ceiling is painted other than white.
171. PAINTING NOT REQUIRED: unless otherwise indicated, painting is not required on casework, plastic laminates, mechanical equipment, plumbing fixtures, electrical equipment (excluding exposed distribution cabinets) electrical devices, or food service equipment. Painting is not required on surfaces such as walls or ceilings and concealed or inaccessible areas. Metal surfaces of anodized aluminum, stainless steel, chromium plate and similar finished materials will not require finish painting. Do not paint over code require labels or equipment identification labels. 172. DELIVER MATERIALS to job site in original, new and unopened packages and containers bearing manufacturer's name and label. Store materials not in actual use in tightly covered containers. Maintain containers used in storage of paints in a clean condition, free of foreign materials and residue. Keep storage area neat and orderly. Remove rags and waste daily. Take all precautions to ensure that workman and work areas are adequately protected from fire hazards and health hazards resulting from handling, mixing and application of paints. 173. JOB CONDITIONS: apply paints only when temperature of surfaces to be painted and surrounding air temperatures are within recommended range permitted by the paint manufacturer's printed instructions. Do not apply paint when relative humidity exceeds 85% or to damp or wet surfaces. 174. ACCEPTABLE MANUFACTURERS: provide products of one of the following to match colors noted:

Devoe and Reynolds Co. (Devoe)
Glidden Coatings and Resine (Glidden)
Benjamin Moore and Co. (Moore)
The Sherwin Williams Co. (SW)
Pratt & Lambert (PL)
175. MATERIALS: provide products equal to materials listed in the paint schedule including herein. Note that proprietary names used to designate color (on the drawings) or material (scheduled herein) are not intended to imply that products of named manufacturer are required to exclusion of equivalent products of other manufacturers listed above. 176. INSPECTION: examine areas and conditions under which painting work is to be applied. Do not proceed if conditions exist that are detrimental to proper and timely completion of the work. Starting of painting work will be construed as acceptance of surfaces and conditions.
177. SURFACE PREPARATION: clean surfaces of dirt, rust, scale, grease, moisture, or other conditions otherwise detrimental to formation of a durable paint film. Perform preparation and cleaning procedures in accordance with paint manufacturer's printed instructions for each particular substrate condition. 178. REMOVE Hardware, accessories, plates, lighting fixtures and similar items in place and not to be finish painted, or provide surface applied protection prior to surface preparation and painting operations. Remove if necessary, for complete painting of items and adjacent surfaces. Following completion of painting of each space or area, reinstall removed items.
179. COMPLY with manufacturer's printed directions in applying paint materials. Use applicators and techniques best suited for the substrate and type of material being applied. 180. SCHEDULING: apply first coat material primer to surfaces that have been cleaned, pretreated or otherwise prepare for painting as soon as practicable after preparation and before subsequent surface deterioration. Allow sufficient time between successive coatings to prevent proper drying. Do not recoat until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure and application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. All exposed masonry walls to receive one sealer coat prior to painting. 181. APPLY PAINT to completely cover previously painted surfaces, to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, lap marks, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable.
182. APPLY ADDITIONAL PAINT coats when undercoats, stains or other conditions show through final coats of paint, until paint film is of uniform finish, color and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. Remove, refinish or repaint work not in compliance with specified requirements. 183. CLEAN UP: during the progress of the work, remove from site discarded paints materials, rubbish, cans and rags at end of each workday. Upon completion of painting work, clean window glass and other paint spattered surfaces.

Remove spattered paints or otherwise damaged finished surfaces. Touch up and restore all damaged or defaced paint services after completion of work of other trades.

INTERIOR PAINT SCHEDULE:

Products listed by Sherwin-Williams 1 - 800 - 321 - 8194.

GYPSUM DRYWALL, EGGSHELL ALKYD ENAMEL (CLASS A 5 5 0)
First coat: B28WI Pro Mar Latex wall primer 1.4 dry mils.

Second and third coats: B 33 Alkyd Egg Shell Enamel 2.0 dry mils GYPSUM DRYWALL: SEMI GLOSS ALKYD ENAMEL (CLASS A 5 5 0) First coat: B28WI Pro Mar Latex Wall Primer 1.4 dry mils Second and third coats: B 33 Pro Alkyd Semi gloss 2.0 dry mils FERROUS METAL: SEMI GLOSS ALKYD ENAMEL (CLASS A 5 5 0)
First coat: 850N2/850W1 Kem Kromik Metal Primer 2.0 mils Note: Primer not required on pre primed items
Second and third coats: B 34 Pro Mar Alkyd Semi Gloss 2.0 dry mils PAINTED WOODWORK AND HARDBOARD: SEMI GLOSS ALKYD ENAMEL (CLASS A 5 5 0) First coat: B49W2 Wall and Wood Primer 2.0 dry mils
Second and third coats: B34 Pro Mark Semi Gloss Enamel 2.0 dry mils NATURAL FINISHED WOODWORK: OIL BASED VARNISH (CLASS A 5 5 0) First coat: A66V91 Oil Base Varnish
Thinned with 1 pint thinner max. Per 1 gallon varnish
Second coat: A66F90 Oil Base Satin Varnish
184. F R P PANELING SECTION 9E
WORK INCLUDES surface preparation of wall surfaces and installation of fiberglass reinforced plastic (FRP) paneling where indicated on the drawings, as specified herein and as needed for a complete and proper installation. 185. FRP PANELS .090" thick x 4' wide "Marlite FRP" # P 100, White's color, or equal USDA accepted, semi rigid fiberglass reinforced plastic paneling, Class C: flame spread less than 200, smoke developed less than 450, per ASTM E - 84. When required by local codes, provide fire rated FRP material, with UL classified flame spread of less than 20, fuel contributed 0, and smoke developed 200 or less, per ASTM E 84. 186. PREPARATION: lay panels flat. Walls must be dry and free from dirt, dust and grease. 187. PANEL FITTING: Position panels with 1/4" gap at ceiling and floor and 1/8" gap between each panel and division bar of moldings to allow for normal expansion and contraction. Allow not less than 1/8" gap around pipes, electrical fittings and other projections.
188. INSTALL PANELS but using Marlite # C 375 adhesive (or Marlite #C 551 adhesive where solvent vapors cannot be adequately ventilated) to back of panels for 100% coverage, with a notched trowel. Before adhesive skins over, set panels and position and press against the wall. Pull entire panel back away from wall 8" to 10" to flash off solvents.

Press back in place. Apply adequate pressure to make full contact between panel and wall. 189. PANEL MOLDINGS. Provide one piece matching trim and panel moldings at all joints between panels and at top and bottom edges of panels. Installed moldings with continuous bead of Kemlite Silicone Sealant # 255 during installation of panels. Seal joints between moldings and between molding and adjacent finish material. Remove excess sealant immediately.
190. MISCELLANEOUS SPECIALTIES SECTION 10A
PROVIDE the following specialties where noted on the drawings and a specified herein. Install specialty items furnished by others, as indicated on the drawings.

Corner guards (CC): stainless steel 1-1/2" x 1-1/2" w/cap TOILET ACCESSORIES: Model numbers indicated are for "Bobrick" Electric hand Dryer: World #A-S
Waste receptacle: # B-279 surface mtd.

Mirror/Soap Dispensor (MSD) at lavatory: #B-322-9 stainless steel framed Grab Bars: #B-6105.99 series (exposed)
Mounting-satin finish (-stainless steel) at 36’ aff uno 24” unit behind water closet
42” unit at side of water closet
Toilet tissue dispenser (TT): B-288 duel surface unit
Wall Door Stops: Ives #402-8 3 & #402-1/2 B 3(locate on wall where doors& coat hook contacts wall) Door Coat Hook: #B-212 with wall bumper
191. AWNINGS SECTION 10C
RELATED PROVISIONS: the drawings, Division 1 General conditions, and applicable paragraphs of section 1A0 summary of work, apply to the work of this section.
192. PROVIDE decorative awing(s) where noted on the drawings in accordance with requirements indicated herein for fabrication, materials, style and appearance.
193. SHOP DRAWINGS: submit awning shop drawings to owner and landlord prior to fabrication or erection, including elevations at large-scale details of fabrication, where applicable. Show anchorages to other materials and accessory items. 194. LETTERING: comply with signage specifications above for letter style. 195. CORRECTION OF WORK: the awning contractor (or subcontractor) shall promptly correct all defective work, or work not meeting the requirements of the construction documents for a period of one year after installation. 196. METAL TUBING: comply with section 05990 for metal materials and Fabrication and minimum sizes listed herein.

Steel tube rib and frame members: 3/4" x 3/4" x .049"
Steel tube horizontal rails: 3/4" x 1 1/2" x .049"
Spreader bars and tile rails: 1/2" steel rod
197. AWING FABRIC: as noted in material/color schedule with dacron polyester thread, edging, rope and welding and #2 Spur brass grommets as required by awning design ((if applicable).
198. MISCELLANEOUS MATERIALS:

Provide tie rope, extruded aluminum C rail for fabric attachment at head of awnings and other materials, not specifically described but required for a complete installation.
199. FABRICATION:

SPACE frames no more than 4' 0" OC, with triangulated frame webs whenever possible. Locate horizontal rails between frame webs at head, bottom, front, and projecting side, when applicable, 4'0" OC max. Spacing. Locate spreader bars horizontally or vertically, in accordance with the awning design.
200. WELD ALL JOINTS in frames, and between frames to rails or spreader bars. Grind smooth all welds in contact with awning fabric. Attach punched flat bar tabs to the frame at 4'0" OC max., for secure anchorage. Touch up galvanized finish of exterior frames after welding, and paint entire awning frame to match predominant color of awning fabric. Comply with requirements and section 9D painting work included herein. 201. SEW AWNING FABRIC so that seams or wells align with frame or rail locations. At grommet hems, fold over fabric twice and double stitch both edges. Attach grommets at intervals not to exceed 6" OC, unless otherwise required by awning design. At bottom flaps, provide finished fabric on both inside and outside face of flap, with bottom edge welted in profile noted on the drawings. Apply letters to awning fabric after seaming is completed. 202. INSTALL awning frame in accordance with approved shop drawings, to be level, plumb, and at height indicated. Attach awning fabric to frame, tightly stretched, free from distortion or other defects of appearance. Remove and reinstall materials that do not comply with these requirements. 203. PLASTIC LAMINATE TOILET PARTITIONS SECTION 10D
DESCRIPTION OF WORK: the EXTENT of the plastic laminate toilet and dressing partition work is shown on the drawings. The types of plastic laminate partitions include the following: overhead braced partitions (if applicable). 204. QUALITY ASSURANCE
FIELD MEASUREMENTS: take field measurements prior to preparation of shop drawings and Fabrication to ensure proper fitting of the work. 205. MANUFACTURER: provide produced by one of the following manufacturers unless otherwise approved by the Designer:

American Sanitary Partition Corporation
Bobrick Washroom Equipment, Inc.

Global Steel Products Corporation
Mills Metal Compartment Co.

Mid South Mfg. Co. Sanymetal Products Co.

Henry Weis Mfg. Co. Div. International Fabricators
Tansey Corporation
Ampco Products Inc.

Marlite Corporation
206. SUBMITTALS
SHOP DRAWINGS: submit shop drawings for the fabrication and erection of partitions. Show all anchorage and accessory items and finishes. Provide location template drawing for bolt locations in supporting members. 207. MATERIALS
PLASTIC LAMINATE: NEMA Std. LD 1, minimum 0.062 thick. Color and pattern as indicated.

DOOR, PANEL, AND PILASTER CORE: manufacturer's standard particle board or hardwood faced plywood.

PILASTER SHOES: AISI Type 302/304 stainless steel, as follows:

HEIGHT: 3" unless otherwise indicated
THICKNESS: not less than 0.0369" (20 gauge)
FINISH: to match hardware, unless otherwise indicated
STIRRUP BRACKETS: manufacturer's standard design for attaching panels to walls and pilasters, as follows: anodized aluminum, to match hardware finish
ANCHORAGES AND FASTENERS:

Manufacturer's standard exposed fasteners of stainless steel or chromium plated steel or brass, with finish to match hardware. For concealed anchors, use hot dip galvanized, cadmium plated or other rust resistant, protective coated steel. 208. FABRICATION
GENERAL: provide standard doors, panels, screens, and pilasters fabricated for the partition system in accordance with manufacturer's specifications, unless otherwise indicated. Pressure laminate one piece face sheets to the core material with no splicers or joints and edges straight and sealed.

Provide concealed reinforcement for installation of hardware, fittings, brackets, and required accessories. Reinforce partition panels for attachments of grab bars.
209. PANEL AND DOOR DIMENSIONS: Not less than 1" thick units, with 24" Wide Doors, except as otherwise indicated. Provide minimum 32" wide, swing out doors in wheelchair stalls, unless otherwise shown. 210. OVERHEAD BRACED PILASTERS: Not less than 1 1/4" thick units, with galvanized steel floor supports and leveling bolts. Secure floor supports to the floor with not less than 2 lead expansion shields and sheet metal screws. Fabricate overhead brace from a continuous extruded aluminum tube, fully enclosed anti grip design with clear anodized finish, unless otherwise indicated. Set and secure the brace into the top of each pilaster. Provide shoes at each pilaster.
211. FLOOR SUPPORTED SCREENS: not less than 1" thick panel and pilaster units, size as indicated, of same construction and finish as toilet compartment panels and pilasters. Provide wall brackets and pilaster base anchorages and shoes to match compartment units. 212. HARDWARE AND ACCESSORIES: provide for each door in the partition system as follows:

HINGES: either surface mounted or cutout insert type, adjustable to hold door open at any angle up to 90 degrees. Provide gravity type, or spring action cam type, or concealed torsion rod type, to comply with manufacturer's recommendations.

LATCH AND KEEPER: manufacturer's surface mounted standard latch unit with combination rubber faced door strike and keeper. Provide latch unit equipped for emergency access.

COAT HOOK: See section 10A.

DOOR PULLS: Manufacturer's standard unit
PURSE HOOK: manufacturer's standard unit located at midpoint of door horizontally and vertically in women's restroom. 213. INSTALLATION
GENERAL: install partitions rigid, straight, plumb and level, with the panels laid out as shown. Provide clearances of not more than 1/2" between pilasters and panels, and not more than 1" between panels and walls. Secure panels to walls with not less than 2 stirrup brackets, attached near top and bottom of the panel. Locate wall brackets so that holes for wall anchorages occur in masonry or tile joints. Secure panels to supporting walls with manufacturer's recommended anchoring devices, as indicated on final shop drawings or in manufacturer's instructions. 214. OVERHEAD BRACED PARTITIONS: secure pilasters to the supporting floor with the specified anchorage device. Level, Plumb and tighten the installation with the leveling device. Secure the overhead brace to face sheets with not less than two Fasteners per face. Set tops of doors parallel with the overhead brace when doors are in the closed position. 215. HARDWARE ADJUSTMENTS: adjust hardware for proper operation after installation. Set hinges in in swing doors to hold doors open approximately 30 degrees from the closed position when unlatched. Set hinges on out swing doors to return to the fully closed position. 216. PROTECTION, CLEANING, AND FINAL ADJUSTMENTS: Protect units during delivery, storage, and after erection so that there will be no indication of use or damage at the time of acceptance. Replace damaged work as directed. Perform final adjustments to pilaster leveling devices, or hardware, and other operating parts of the partition assembly just prior to final inspection. Clean exposed surfaces of partitions, hardware, fittings and accessories, using materials and methods recommended by the partition manufacturer.

ATTACHMENT E

RESOLUTION NO. 21-26

A RESOLUTION OF THE SOUTH EL MONTE CITY COUNCIL

APPROVING AN APPLICATION FOR CONDITIONAL USE
PERMIT (NO. 21-11) ALLOWING LIVE ENTERTAINMENT

ALONG WITH THE ON-SALE GENERAL WITH A BONA FIDE
EATING ESTABLISHMENT (TYPE 47 ABC LICENSE) IN A

NEWLY EXPANDED SERVICE AREA IN CONJUNCTION WITH
A SIT-DOWN RESTAURANT LOCATED AT 2327 ROSEMEAD

BOULEVARD OPERATING AS MARISCOS SAN ISIDRO
WHEREAS, Edwardo Guzman (“Applicant”), filed an application for a Conditional Use Permit (“CUP”) to sell beer, wine, and distilled spirits as a secondary use to a restaurant and operate live entertainment in a proposed restaurant expansion (“Project” or “proposed Project”) located at 2327 Rosemead Boulevard, South El Monte, CA 91733 (“Property” or “project site”); and
WHEREAS, pursuant to South El Monte Municipal Code (“SEMMC”) Sections

17.14.040(E) and 17.53.020, the Project requires Planning Commission review and approval because the Project consists of on-sale beer, wine and spirits in conjunction with a restaurant and request for live entertainment; and
WHEREAS, Applicant currently has CUP 93-432, per Planning Commission Resolution 93-856, dated April 19, 1993, allowing for the off-sale of beer and wine in conjunction with a restaurant; and
WHEREAS, said Resolution 93-856 is hereby rescinded and superseded in its entirety by this Resolution 22-26; and
WHEREAS, a public hearing was held before the Planning Commission on March 15, 2022, to consider the application. All evidence, both written and oral, presented during said public hearing was considered by the Planning Commission in making its determination and approving the CUP; and
WHEREAS, two members of the City Council filed a request for review on March 17, 2022; and
WHEREAS, a de novo public hearing was held before the City Council on April 12, 2022, to consider the application. All evidence, both written and oral, presented during said public hearing was considered by the City Council in making its determination.

THE CITY COUNCIL OF THE CITY OF SOUTH EL MONTE HEREBY FINDS, RESOLVES, AND ORDERS AS FOLLOWS:

SECTION 1: Pursuant to Section 15301 (Class 1) of the California Environmental Quality Act (CEQA), the proposed Project is categorically exempt from environmental review and

a Notice of Exemption has been prepared. The proposed Project qualifies for a Class 1 Categorical Exemption for the Project is proposed to be operated within existing facilities. The criteria is the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of the lead agency’s determination. The City Council finds that the Project is exempt from the provisions of CEQA.

The documents and other material, which constitute the record on which this decision is based, are located in the Department of Community Development and are in the custody of the Director of Community Development.

SECTION 2: A record of the public hearing indicates the following:

A. With regard to the application for a CUP, SEMMC Section 17.68.040 requires that the Planning Commission find that the proposed use shall not be detrimental to persons or properties in the immediate vicinity nor to the City in general. State law requires that the Project be compatible with surrounding uses.

B. The General Plan Land Use designation for the Property is “CommercialManufacturing.” The Zoning Code designation is “C-M” (Commercial- Manufacturing).

C. The proposed Project promotes the City’s goals and objectives stated in the General Plan. No goal or policy will be impaired.

D. The operation of the restaurant with the service of beer, wine, and distilled spirits with live entertainment should not become a nuisance to surrounding properties with no expansion of operating hours. Sheriff’s Department has stated that the increase in operating hours could have a negative impact on the area by generating an increase in calls for service.

SECTION 3: Based on the record of the hearing, including all information presented at the hearing, including the Staff Report dated April 12, 2022, which is hereby incorporated into this Resolution 22-26 by reference, the City Council hereby finds:

A. As conditioned, the Project meets the requirements of SEMMC Chapters 17.16 and

17.53 and will not be detrimental to the public health, safety or welfare, nor will it adversely affect property values or the present or future development of the surrounding areas. This is because the Project compatible with the surrounding uses and the Project is subject to conditions of approval which will help ensure that surrounding uses are not adversely impacted by any potential secondary impact that would affect property values or present and future developments.

B. Pursuant to SEMMC Section 17.68.040, the approval of the CUP will not be detrimental to persons or properties in the immediate vicinity nor to the City in general. This is so because the Project will be required to operate in a way that does not negatively impact the area through conditions imposed including restriction of operating hours for alcohol and live entertainment as well as conditions requiring security guards for all live entertainment events.

C. As conditioned, the Project represents a quality establishment that will be compatible with surrounding commercial and industrial uses, the surrounding area, and the goals of the City. The proposed Project will contribute to the general well-being of the City in that the

Project benefits neighboring uses and will be an asset to the surrounding area, as well as to the rest of the City, by offering a use that is not common to the area additionally, generating more traffic to the area as well as increase in sales tax. As a result, approving this application will not adversely affect the General Plan or the Zoning Ordinance.

D. As conditioned, the proposed Project is consistent with the City’s General Plan.

The proposed Project is compatible with the objectives, policies, general land uses, economic development and programs specified in the General Plan which includes, but is not limited to, the following goals:

Land Use Element
Goal 1.0: Maintain a balanced mix and distribution of land uses throughout South El Monte by allowing for the expansion of a family restaurant with general alcohol sales and live entertainment as secondary uses; Policy 1.4: Maintain a balanced mix and distribution of land uses throughout South El Monte” and “create opportunities for two types of commercial development: (1) commercial uses that meet the retail and service needs of the local resident and employee populations, and (2) regional-serving retail commercial businesses that capture revenues from a broader population base. This will serve the area by providing a unique sit-down restaurant with live entertainment that will cater to residents as well as bring in the surrounding population; and
Economic Development Element
Goal 1.0: Continue to provide opportunities for a wide range of industries to operate in South El Monte by allowing the proposed use that is not common to the City.

SECTION 4: Based on the aforementioned findings, the City Council hereby approves CUP (No 21-11) to operate a restaurant with on-sale beer, wine, and distilled spirits, with live entertainment as secondary uses, subject to the following conditions:

General Conditions

1. The Applicant and the business entity allowed for hereunder shall indemnify, defend and hold harmless the City, its officers, agents, employees, and volunteers from any and all claims, lawsuits or actions arising from the granting of, or the exercise of, the rights permitted by this approval, and from any and all claims or losses occurring or resulting to any person, firm, corporation or property for damage, injury, or death arising out of, or connected in anyway, with the performance of the use permitted hereby. The Applicant’s obligation to indemnify, defend, and hold harmless the City shall include, but not be limited to, paying all legal fees and costs incurred by legal counsel of the City’s choice in representing the City in connection with any such claims, losses, lawsuits or actions, and any award of damages or attorney’s fees in any such lawsuit or action.

2. The Applicant and the business entity allowed for hereunder shall execute an Affidavit of Acceptance of these conditions in the presence of a Notary Public and return the Affidavit to the Director of Community Development within ten calendar days of the date of the City Council’s approval.

3. The approval shall lapse and become void if the privilege authorized is not utilized or where some form of construction pursuant to issuance of a building permit has not commenced within two years from the date of this approval.

4. Applicant and its employees, agents and contractors shall comply with all Municipal Code provisions.

Planning Conditions

5. Sales, service and consumption of beer, wine, and distilled spirits shall be permitted only between the hours of 9:00 a.m. to 9:30 p.m. Monday-Thursday, and Friday through Sunday from 9:00 a.m. until 1:00 a.m. The hours of operation shall be from 9:00 a.m. to 10:00 p.m.

Monday through Thursday and 9:00 a.m. to 1:30 a.m. Friday through Sunday.

6. The sale of beer, wine, and distilled spirits for consumption off the Property is strictly prohibited.

7. The quarterly gross sales of alcoholic beverages shall not exceed the gross sales of food during the same period. The Applicant shall at all times maintain records which reflect separately the gross sales of food and the gross sales of alcoholic beverages of the licensed business. Said records shall be kept no less frequently than on a quarterly basis and shall be made available to any peace officer, Business License staff member, or Planning Division staff member on demand.

8. No pool or billiard tables may be maintained on the Property.

9. Upon the City’s issuance of the Certificate of Occupancy for the construction and expansion of the restaurant, this Conditional Use Permit will authorize live entertainment which shall only consist of mariachi or karaoke inside of the enclosed restaurant. No dancing or similar activity in the restaurant is permitted unless a Modification to this Conditional Use Permit is approved.

10. Live entertainment (once permitted in accordance with condition of approval number 9 above) shall only be allowed three days a week on Friday through Sunday 6:00 p.m. to 1:00 a.m. and all entertainment shall be conducted within the fully enclosed restaurant.

11. The noise level, including all noise related to live entertainment, shall not exceed at any time the level of noise permitted under SEMMC Section 8.20.020 to ensure that the entertainment does not become a nuisance to the City or adjacent properties.

12. A bonded security company must be employed and a total of four security guards be present during the hours that live music is being performed. On other nights when live entertainment will not take place, two security guards shall be utilized starting at 6:00 p.m.

13. Any graffiti painted or marked upon the Property or on any adjacent area under the control of the Applicant shall be removed or painted over within 24 hours of discovery or notice from the City.

14. The Property shall be maintained in a safe and clean condition and the Applicant shall ensure that no trash or litter originating from the site is deposited on neighboring properties or the public right-of-way. At the end of each business day, the Applicant shall pick up any and all litter including but not limited to large discarded items that may have collected in the Property’s parking area and public right-of-way.

15. No beer, wine, or distilled spirits shall be consumed on any property adjacent to the licensed premises under control of the licensee.

16. The sale of beer, wine, and distilled spirits shall be an ancillary service to the primary restaurant use.

17. The Applicant shall not permit any loitering on any property adjacent to the Property under control of the licensee(s).

18. At no time shall there be a fee for entrance/admittance into the Property.

19. At all times when the Property is open for business the sale and service of beer, wine, and distilled spirits shall be made only in conjunction with the sale and service of food. No alcohol shall be sold to any guest/patron who does not also purchase food.

20. There shall be no coin operated games maintained on the Property at any time.

21. Food service, with an available menu, shall be available until closing time on each day of operation.

22. The windows of the Property shall not be tinted or covered in any way, which obstructs a clear view of the interior of the Property from the exterior.

23. The employees who sell or serve alcoholic beverages shall be required to complete a training program in alcoholic beverage compliance, crime prevention techniques, and handling of violence. For new employees of licensees such training known as Responsible Beverage Service (RBS) training offered by the State Department of Alcoholic Beverage Control must be completed within 30 days of the date of hire. Those already employed shall complete training within 30 days from the date the ABC license is issued.

24. The Applicant and all operators and agents including staff and security guards shall each take all necessary steps to assure the orderly conduct of employees, patrons, and visitors when they are present on the Property.

25. The Applicant shall maintain all required permits and licenses in good standing.

26. At no time shall there be a minimum drink requirement.

27. The sale of alcoholic beverages for consumption off the Property is prohibited. Signs shall be posted at all exits of the Property, which prohibit alcohol beverages from leaving the confines of the Property.

28. Patrons shall not be allowed to bring into the location any alcoholic beverage to be consumed within the establishment.

29. There shall be no pay telephones installed within the enclosed portion of the Property equipped to receive incoming calls. There shall be no new pay phones of any kind installed on the exterior of the Property.

30. The maximum occupancy of the Property shall be prominently posted and monitored at all times.

31. The front of the exterior of the Property, as well as all adjacent parking areas under control of the Applicant, shall be illuminated at all times while the Property is open for business.

This shall be done in such a fashion that persons standing outdoors at night are identifiable by law enforcement personnel while balancing the lighting so as not to unreasonably illuminate the window area of nearby businesses.

32. All crimes occurring inside or outside of the location shall be reported to the Sherriff Department at the time of the occurrence.

33. At any time when the Applicant is absent from the Property, a responsible party shall be designated who can facilitate any Sherriff inquiries.

34. In January of each year, the Applicant shall provide a list of no less than three employees who are available 24 hours a day to the Sheriff’s Department Records Bureau. The list of names will be used to facilitate a Sheriff’s response to the location in the event of an emergency or other problem that requires entry into the location during non-business hours.

35. A copy of the approved resolution shall be kept on the premises at all times and presented to any Sheriff, or Business License, or Planning Staff person.

36. The Applicant understands that any violation of these conditions shall be grounds for the suspension, modification or revocation of the Conditional Use Permit.

37. There shall be no exterior restaurant speakers and no live entertainment outside the restaurant (including the parking lot) unless a Temporary Use Permit (TUP) is first obtained from the City.

38. The business shall return for review before the Planning Commission on or about September 2022. The review shall include, but not be limited to, an evaluation of all operating characteristics following the implementation of these conditions. If additional impacts are identified during said review, the Operator shall be responsible for addressing such issues to the satisfaction of the Planning Commission, including the imposition of additional conditions. After said review, at the request of City Staff or the Planning

Commission, the business shall return before the Planning Commission for review not more than one time per year.

Building Conditions

39. The second sheet of building plans is to list all conditions of approval and to include a copy of the City Council Decision letter. This information shall be incorporated into the plans prior to the first submittal for plan check.

40. Fees shall be paid to the County of Los Angeles Sanitation District prior to issuance of the building permit.

41. Structural calculations prepared under the direction of an architect, civil engineer or structural engineer shall be provided.

42. A geotechnical and soils investigation report is required, the duties of the soils engineer of record, as indicated on the first sheet of the approved plans, shall include the following:
a) Observation of cleared areas and benches prepared to receive fill; b) Observation of the removal of all unsuitable soils and other materials; c) The approval of soils to be used as fill material;
d) Inspection of compaction and placement of fill;
e) The testing of compacted fills; and
f) The inspection of review of drainage devices.

43. The owner shall retain the soils engineer preparing the Preliminary Soils and/or Geotechnical Investigation accepted by the City for observation of all grading, site preparation, and compaction testing. Observation and testing shall not be performed by another soils and/or geotechnical engineer unless the subsequent soils and/or geotechnical engineer submits and has accepted by the Public Works Department, a new Preliminary Soils and/or Geotechnical Investigation.

44. A grading and drainage plan shall be approved by Engineering Division prior to issuance of the building permit. The grading and drainage plan shall indicate how all storm drainage including contributory drainage from adjacent lots is carried to the public way or drainage structure approved to receive storm water.

45. Prior submitting grading plans to Engineering Department, LID review shall be completed and approved.

46. Approval is required from the Los Angeles County Health Department for restaurants.

47. The building permit will not be issued until the property has been surveyed and the boundaries marked by a land surveyor licensed by the State of California.

48. Foundation inspection will not be made until setback on all sides of the addition has been surveyed and the location of the footings has been determined to be in accordance with the approved plans by a land surveyor licensed by the State of California. THIS NOTE IS TO BE PLACED ON THE FOUNDATION PLAN IN A PROMINENT LOCATION.

49. Separate Electrical, Plumbing and Mechanical plan check is required.

50. Plumbing fixtures shall be provided as required by the Chapter 4 of the California Plumbing Code. Additional fixtures may be required if not in compliance.

51. Project shall comply with the CalGreen Non-Residential mandatory requirements.

52. All State of California disability access regulations for accessibility shall be complied with.

53. When parking serves more than one accessible entrance, parking spaces complying with Section 11B-502 shall be dispersed and located on the shortest accessible route to the accessible entrances per Section 11B-208.3.1.

54. Angled parking spaces shall be arranged to comply with Section 11B-502.2 and 11B-502.3 where the access aisle shall extend full length of parking spaces they serve. Access aisle shall not overlap with the vehicular way.

55. Fire barrier per Section 707.3 constructed to separate A-2 occupancy from R-3 occupancy shall extend from the foundation to the underside of the highest point of existing roof sheathing of R-3 occupancy and be continuous through concealed space.

56. Fire barrier per Section 707.3 constructed to separate A-2 occupancy from R-3 occupancy shall not create inadvertent violations of building code requirements related to residential occupancy such as the natural lighting, ventilation, and emergency escape and rescue requirements.

57. An automatic sprinkler system shall be provided containing A-2 occupancies where the fire area has an occupant load of 100 or more per Section 903.2.1.2.

58. All fire sprinkler hangers must be designed, and their location approved by an engineer or an architect. Calculations must be provided indicating that the hangers are designed to carry the tributary weight of the water filled pipe plus a 250-pound point load. A plan indication this information must be stamped by the engineer or the architect and submitted for approval prior to issuance of the building permit.

59. Separate permit is required for Fire Sprinklers.

Engineering Conditions

60. The second sheet of building plans, grading plans and/or offsite improvement plans is to list all conditions of approval and to include a copy of the City Council Decision letter.

This information shall be incorporated into the plans prior to the first submittal for plan check.

61. A grading and drainage plan shall be approved prior to issuance of the building permit. The grading and drainage plan shall indicate how all storm drainage including contributory drainage from adjacent lots is carried to the public way or drainage structure approved to receive storm water.

62. A striping plans shall be approved prior to issuance of the building permit.

63. LID review shall be completed prior submitting grading plans for plan review. Grading plans shall be submitted including the proof of approval of LID or exemption of LID.

64. Replace existing curb ramp at the corner of Rosemead Blvd & Klingerman Ave with new curb ramp in accordance with SPPWC Standard Plan 111-5 and as directed by the City Engineer or his/her designee.

65. No portion of the driveway and/or parkway drain shall encroach to the frontage of the adjacent property.

66. Reconstruct the driveway approach in accordance with SPPWC Standard Plan 110-2, and as directed by the City Engineer or his/her designee on Rosemead Blvd.

67. Close existing driveway apron, and install necessary improvements (parkway, landscape, sidewalk, curb and gutter, any others as applicable) to match required adjacent sections, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

68. Remove and replace broken and off grade sidewalk in accordance with SPPWC standard plan 113-2, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

69. Protect and maintain existing street tree through the duration of the project. Existing street tree must be maintained in healthy condition through the duration of any planning and construction. Trees should be deemed healthy and in good condition upon the conclusion of any construction in order for the project to be accepted as completed by the Public Works Department.

70. Remove and replace broken and off grade curb and gutter in accordance with SPPWC Standard Plan 120-2, and as directed by the City Engineer or his/her designee for both Klingerman Ave & Rosemead Blvd.

71. Rehabilitate existing AC street pavement along the length of the property frontage to the centerline of the street as directed by the City Engineer or his/her designee: on Rosemead there are 2 lanes of concrete.

72. Underground all utility services to the property.

73. Project striping plans shall be reviewed and approved by the City Traffic Engineer, prior to the issuance of permits.

PASSED, APPROVED AND ADOPTED this 12th day of April, 2022. _______________________________________
Gloria Olmos, Mayor
ATTEST:
________________________________
Donna G. Schwartz, City Clerk

STATE OF CALIFORNIA )

COUNTY OF LOS ANGELES ) SS

CITY OF SOUTH EL MONTE )
I, Donna G. Schwartz, City Clerk of the City of South El Monte, do hereby certify that the foregoing Resolution, being Resolution No. 22-26 was duly passed and approved by the City Council of the City of South El Monte at a regular meeting of said City Council held on the 12th day of April, 2022 and that said Resolution was adopted by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________
Donna G. Schwartz, City Clerk

City Council Agenda Report
Agenda Item No. 9.a.

DATE: April 12, 2022
TO: Honorable Mayor and Members of the City Council
APPROVED BY: Rachel Barbosa, City Manager
SUBMITTED BY: Colby Cataldi, Community Development Director SUBJECT: CONSIDERATION AND APPROVAL OF RESOLUTION NO. 22- 27, AWARDING CONSTRUCTION CONTRACT TO GRIGOLLA
& SONS CONSTRUCTION CO., INC. FOR THE FERN STREET

SIDEWALK INSTALLATION PROJECT
SUMMARY: On March 3, 2022, the Engineering Department solicited bids for the Fern Street Sidewalk Installation Project. The work includes construction of concrete sidewalk, driveway approaches, curb ramps and related work on Fern Street between Doreen Avenue and Santa Anita Avenue. The lowest responsive bid was submitted by Grigolla & Sons Construction Co Inc. in the amount of $67,450.

RECOMMENDED ACTION: Staff recommends City Council:

1. Adopt and approve the plans and specifications for the Fern Street Sidewalk Installation Project;

2. Review the bids and find that Grigolla & Sons Construction Co., Inc. has submitted the lowest responsive bid;

3. Adopt Resolution No. 22-27, awarding the Fern Street Sidewalk Installation Project contract to Grigolla & Sons Construction Co., Inc. in the amount of $67,450; and

4. Approve a 15% contingency amount of $10,117.50 for a total project construction budget amount not to exceed $77,567.50.

FISCAL IMPACT: The project budget is as follows:

Contract Award Amount $67,450.00
Construction Contingency (15% of contract amount) $10,117.50 Total Construction Budget $77,567.50
The project will be funded by the following sources:

Transportation Development Act (TDA) Article 3 Funds$67,853.00 Measure R Funds $9,714.50

Total Budget $77,567.50
DISCUSSION: The City previously received Transportation Development Act (TDA) Article 3 funding through the Los Angeles County Metropolitan Transporation Authority (LACMTA), which is intended for bicycle and pedestrian facilities improvements. In accordance with TDA Article 3 (SB821) Guidelines, funds are required to be expended within five years from the obligation date. As of June 30, 2021, the City has $67,853 on reserve in TDA Article 3 funding. To ensure the use of all funds, staff conducted site evaluations and determined sidewalk improvements are needed along Fern Street.

On March 3, 2022, the project was released to solicit bids for the construction of new concrete sidewalk, driveway approaches, curb ramps and related work on Fern Street between Doreen Avenue and Santa Anita Avenue. The proposed improvements will accommodate a safer pedestrian pathway for the general public and students en route to Miramonte Elementary school. The following three (3) bids were received by the City at the bid opening held on March 15, 2022 at 2:00 PM. Below is the list of bidders and bid amounts.

Bidder Name (from low to high) Base Bid Amount
Grigolla & Sons Construction Co. Inc $67,450.00
EC Construction Co. $67,970.00
Gentry General Engineering Inc. $83,982.50
Staff conducted a bid analysis and verified CA contractor’s licensing with the Department of Industrial Relations (DIR) registration, state and federal debarment files and references for Grigolla & Sons Construction Co., Inc. Per the bid analysis, the bid submitted by Grigolla & Sons Construction Co., Inc. was determined to be the lowest responsive bid. The bid submitted by Grigolla & Sons Construction Co., Inc. and the bid analysis completed by staff is attached as reference.

ATTACHMENT(S):

A. Resolution No. 22-27
B. Bid Submitted by Grigolla & Sons Const Co Inc
C. Bid Analysis
D. Construction Contract (Draft)
E. Plans & Specifications

01257.0006/781779.1

ATTACHMENT A

01257.0006/781779.1
RESOLUTION NO. 22-27

A RESOLUTION OF THE SOUTH EL MONTE CITY COUNCIL

APPROVING PLANS AND SPECIFICATIONS AND

AWARDING CONSTRUCTION CONTRACT FOR THE FERN

STREET SIDEWALK INSTALLATION PROJECT TO
GRIGOLLA & SONS CONSTRUCTION CO., INC.

WHEREAS, the City of South El Monte (the “City”) desires to construct concrete sidewalks, driveway approaches, curb ramps and related work on Fern Street between Doreen Avenue and Santa Anita Avenue; and
WHEREAS, the City previously received Transportation Development Act (“TDA”) Article 3 funding through the Los Angeles County Metropolitan Transportation Authority (“LACMTA”), which is intended for bicycle and pedestrian facilities improvements; WHEREAS, in accordance with TDA Article 3 Guidelines, funds are required to be expended within five (5) years from the obligation date; WHEREAS, as of June 30, 2021, the City has $67,853 on reserve in TDA Article 3 funding; WHEREAS, on March 3, 2022, the City solicited bids for the Sidewalk Installation TDA Article 3, Project No. 112 (the “Project”), and, on March 15, 2022, the City received three (3) bids for the Project ; and
WHEREAS, City staff evaluated all bids and determined Grigolla & Sons Construction Co., Inc. submitted the lowest responsive bid for the Project.

NOW, THEREFORE, THE SOUTH EL MONTE CITY COUNCIL HEREBY RESOLVES AS FOLLOWS:

SECTION 1. The above recitals are true and correct and incorporated by reference.

SECTION 2. The City Council hereby adopts and approves the plans and specifications for the Project. Copies of the plans and specifications are on file in the City’s Engineering Department.

SECTION 3. Upon reviewing the bids submitted for the work to be performed pursuant to the plans and specifications for the Project, the City Council hereby finds that Grigolla & Sons Construction Co., Inc. has submitted the lowest responsive bid for the Project, in the amount of $67,450.

SECTION 4. The City Council hereby authorizes and directs the City Manager to execute a construction agreement with Grigolla & Sons Construction Co., Inc. for the Project, subject to review and approval as to form by the City Attorney. The City Council further directs the City Manager to take all actions necessary to effectuate the agreement.

01257.0006/781779.1
SECTION 5. The City Clerk shall certify to the passage and adoption of this resolution.

PASSED, APPROVED and ADOPTED this 12th day of April, 2022. _____________________________
Gloria Olmos, Mayor
ATTEST:
_____________________________
Donna G. Schwartz, City Clerk

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF SOUTH EL MONTE )
I, Donna G. Schwartz, City Clerk of the City of South El Monte, do hereby certify that the foregoing Resolution, being Resolution No. 22-27 was passed and approved by the City Council of the City of South El Monte at a Regular meeting of said Council held on the 12th day of April, 2022, and that said Resolution was adopted by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
_____________________________
Donna G. Schwartz, City Clerk

ATTACHMENT B

ATTACHMENT C

Qty Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 Construct new 4" PCC sidewalk per SPPWC Std. Plan No 112-2. Work includes removal of existing PCC walk within work limits, removal of existing dirt/native to install new 4" PCC sidewalk adjust to grade and recompacting to 95% relative compaction. Work includes adjustment of existing utility vaults, boxes, meter and pullboxes to grade. 1,750 SF $13.00 $22,750.00 $10.00 $17,500.00 $9.75 $17,062.50 $10.92 $19,104.17 $9.75 $13.00 2 Remove existing tree including rootball, backfill with dirt. 1 EA $1,500.00 $1,500.00 $800.00 $800.00 $4,500.00 $4,500.00 $2,266.67 $2,266.67 $800.00 $4,500.00 3 Construct new PCC curb ramp per SPPWC Std. Plan No 111-5, Case B, Type 2. Work includes removal of existing dirt/landscape and recompacting to 95% relative compaction. Work includes reconstruction of 1 foot strip x 8" deep of AC pavement section (slot patch). 2 EA $5,500.00 $11,000.00 $5,200.00 $10,400.00 $7,200.00 $14,400.00 $5,966.67 $11,933.33 $5,200.00 $7,200.00 4 Remove existing irrigation piping, risers and heads in conflict with proposed sidewalk construction. Modify and construct new irrigation system behind new concrete sidewalk to provide irrigation coverage. Install new lawn sod to all dirt areas behind new concrete sidewalk. Regrade existing dirt areas behind new concrete sidewalk to adjust to grade. 2,300 SF $4.00 $9,200.00 $6.60 $15,180.00 $7.00 $16,100.00 $5.87 $13,493.33 $4.00 $7.00 5 Relocate existing street sign name including footing. 1 EA $500.00 $500.00 $840.00 $840.00 $420.00 $420.00 $586.67 $586.67 $420.00 $840.00 6 Remove existing driveway approach, and construct new residential driveway approach per SPPWC Std Plan No 110-2. Work includes reconstruction of 1 foot strip x 8" deep of AC pavement section (slot patch).
1,500 SF $15.00 $22,500.00 $15.50 $23,250.00 $21.00 $31,500.00 $17.17 $25,750.00 $15.00 $21.00 A1
Construct new 4" PCC sidewalk per SPPWC Std. Plan No 112-2. Work includes removal of existing dirt/native to install new 4" PCC sidewalk adjust to grade and recompacting to 95% relative compaction. Work includes adjustment of existing utility vaults, boxes, meter and pullboxes to grade.
3,250 SF $15.00 $48,750.00 $9.30 $30,225.00 $10.75 $34,937.50 $11.68 $37,970.83 $9.30 $15.00 A2
Budget allowance for Caltrans double rider permit application for work on Rosemead Blvd.

Contractor shall coordinate with Caltrans and obtain this permit from Caltrans, and Contractor will be compensated based on actual cost of permit. 1 LS $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $2,500.00 $67,450.00 $67,970.00 $83,982.50 $73,134.17
Apparent Low
Bidder 1
Apparent Low
Bidder 2
Apparent Low
Bidder 3
$67,450.00 $67,970.00 $83,982.50
$67,450.00 $67,970.00 $83,982.50
$0.00 $0.00 $0.00
$51,250.00 $32,725.00 $37,437.50
$118,700.00 $100,695.00 $121,420.00

2.00% 20.40% N/A
V&E Tree Services,
Inc.
2% Sierra Landscape 20.40%

1. BID TABULATION
PROJECT NAME: CITY OF SOUTH EL MONTE -

SIDEWALK INSTALLATION TDA ARTICLE III

BID TABULATION
Apparent Low Bidder 1 Apparent Low Bidder 2

HIGHEST UNIT

BID PRICE
Grigolla & Sons Construction Co.

Inc.

EC Construction Co.

LOWEST UNIT

BID PRICE

AVERAGE BID VALUES
Bid Item and Description
Apparent Low Bidder 3
Gentry General Engineering Inc.

DID THE BIDDER MEET 50% WORK REQUIREMENT BY PRIME CONTRACTOR DID THE BIDDER MEET MAX 50% SUB CONTRACTOR (MIN 50% WORK BY PRIME CONTRACTOR) REQUIREMENT

ADDITIVE ALTERNATE BID SCHEDULE

BASE BID SCHEDULE

CALCULATION CORRECTIONS TO BASE BID AMOUNT SUBMITTED BY CONTRACTOR BASED ON CALCULATED BID AMOUNT

BID RANKING

TOTAL BASE BID AMOUNT CALCULATED BASED ON UNIT PRICES (AWARD IS BASED ON TOTAL BASE BID AMOUNT)

TOTAL BASE BID AMOUNT INDICATED BY BIDDER

TOTAL BASE BID AMOUNT
TOTAL BASE BID AMOUNT + ADDITIVE ALTERNATE BID SCHEDULE (AWARD DECISION DOES NOT INCLUDE THE

AMOUNT FOR ADDITIVE ALTERNATE AMOUNT, PROVIDED FOR REFERENCE ONLY) YES
YES
YES
YES

IS THE BIDDER QUALIFIED BASED ON REFERENCE PROJECTS

SUBCONTRACTORS
YES
N/A

TOTAL ADDITIVE ALTERNATE BID
YES
YES
YES
YES
SUBCONTRACTOR %
D:\Dropbox (Transtech Engineers)\JOBRECRD\2022\220119 SEM TDA ARTICLE III SIDEWALK INSTALLATION PROJECT\WIP\8.BID ANALYSIS\0.0 BID ANALYSIS, SEM SIDEWALK INSTALLATION TDA ARTICLE III, PROJECT NO 112BID TABULATION 1 of 4 Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 1 of 24

APPARENT LOW BID AMOUNT: $67,450.00

REVIEW RESULT CHECKED BY DATE
YES CITY CLERK 3/15/22
YES CITY CLERK 3/15/22
N/A ID 3/17/22
NO ID 3/17/22
YES ID 3/17/22
$0.00 ID 3/17/22

50.00% ID 3/18/22

98.00% ID 3/18/22
YES ID 3/18/22

50.00% ID 3/18/22

2.00% ID 3/18/22
YES ID 3/18/22
PRIME CONTRACTOR LICENSE STATUS: Grigolla & Sons Construction Co. Inc. 514132 ID 3/17/22 PRIME CONTRACTOR DIR REGISTRATION STATUS: Grigolla & Sons Construction Co. Inc. 1000001346 ID 3/17/22 SUB CONTRACTOR LICENSE STATUS: V&E Tree Service Inc. 654506 ID 3/17/22 SUB CONTRACTOR DIR REGISTRATION STATUS: V&E Tree Service Inc. 1000001936 ID 3/17/22

PRIME CONTRACTOR DEBARMENT STATUS FROM STATE
CONTRACTS: Grigolla & Sons Construction Co. Inc. NOT FOUND IN ACTIVE DEBARRED LIST ID 3/17/22

SUB CONTRACTOR DEBARMENT STATUS FROM STATE
CONTRACTS: V&E Tree Service Inc. NOT FOUND IN ACTIVE DEBARRED LIST ID 3/17/22

PRIME CONTRACTOR DEBARMENT STATUS FROM FEDERAL
CONTRACTS: Grigolla & Sons Construction Co. Inc. NOT FOUND IN ACTIVE DEBARRED LIST ID 3/17/22

SUB CONTRACTOR DEBARMENT STATUS FROM FEDERAL
CONTRACTS: V&E Tree Service Inc. NOT FOUND IN ACTIVE DEBARRED LIST ID 3/17/22 REFERENCE CHECK ACCEPTABLE: YES ID 3/18/22
SUB CONTRACTOR % CALCULATED PER BID SUBMITTAL (THIS % MUST BE EQUAL OR LESS THAN ABOVE %):

BIDDER COMPLIES WITH MAX. SUB CONTRACTOR % REQUIREMENT:

Print-out from CLSB Web Page attached
(http://www.cslb.ca.gov/)
Print-out from SAM Web Page attached
(https://www.sam.gov/SAM/)
Print-out from DIR Web Page attached
(http://www.dir.ca.gov/dlse/debar.html)
Print-out from DIR Web Page attached
(https://efiling.dir.ca.gov/PWCR/Search)
Print-out from CLSB Web Page attached
(http://www.cslb.ca.gov/)
Print-out from DIR Web Page attached
(https://efiling.dir.ca.gov/PWCR/Search)
Print-out from DIR Web Page attached
(http://www.dir.ca.gov/dlse/debar.html)
Print-out from SAM Web Page attached
(https://www.sam.gov/SAM/)
BID STAMPED AS RECEIVED PRIOR BID TIME:

BID BOND IN PROPER AMOUNT:

ALL ADDENDA ACKNOWLEDGED: No addenda have been issued.

ANY APPARENT DISCREPANCY IN THE SUBMITTAL:

TOTAL BID PRICES CALCULATED CORRECTLY:

SUBCONTRACTOR AMOUNT:

MIN PRIME CONTRACTOR % REQUIREMENT FOR WORK PER SPECIFICATIONS:

2. REVIEW OF APPARENT LOW BID
APPARENT LOW BID SUBMITTED BY: Grigolla & Sons Construction Co. Inc.

ITEM REVIEWED/CHECKED REMARKS
MAX SUBCONTRACTOR PERCENT PER BID:

PRIME CONTRACTOR % CALCULATED PER BID SUBMITTAL (THIS % MUST BE EQUAL OR MORE THAN ABOVE %):

BIDDER COMPLIES WITH MIN PRIME CONTRACTOR % REQUIREMENT D:\Dropbox (Transtech Engineers)\JOBRECRD\2022\220119 SEM TDA ARTICLE III SIDEWALK INSTALLATION PROJECT\WIP\8.BID ANALYSIS\0.0 BID ANALYSIS, SEM SIDEWALK INSTALLATION TDA ARTICLE III, PROJECT NO 112REVIEW OF APPARENT LOW BID 2 of 4 Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 2 of 24

REFERENCE PROJECT OWNER AND REFERENCE
NAME

TELAMOUNTDATE COMPLETEDDID THE CONTRACTOR DO QUALITY WORKDID THE CONTRACTOR STAY ON SCHEDULEDID THE CONTRACTOR ASK FOR UNNECESSARY CHANGE ORDERSDID THE CONTRACTOR FILE CLAIMS AGAINST YOUWILL YOU HIRE THE CONTRACTOR AGAIN

REMARKS
Concrete Replacement Program City of Newport Beach
Patricia Carpenter
949-644-3344 $650,222.75 Mar-22 YES YES NO NO YES
Spoke with Patricia Carpenter. She
confirmed the contractor performed
quality work and finished ahead of
schedule.

ID 3/17/2022
Doty Middle School Downey Unified School District
Brent Rothweiler 909-988-5054 $187,786.25 Jan-22 YES YES NO NO YES Brent speaks highly of Grigolla & Sons.

Says David is a great person to work with. ID 3/18/2022 Adams Elementary Riverside Unified School District
Brent Rothweiler 909-988-5054 $43,576.00 Mar-21 YES YES NO NO YES Brent speaks highly of Grigolla & Sons.

Says David is a great person to work with. ID 3/18/2022

3. REFERENCE CHECK OF APPARENT LOW BIDDER
Grigolla & Sons Construction Co. Inc.

REFERENCE DATA FOR SECOND LOW BIDDER

REFERENCE CHECK FOR SECOND LOW BIDDER

CHECKED BY
DATE
Answer "YES" if satisfied or "NO" if not satisfied
D:\Dropbox (Transtech Engineers)\JOBRECRD\2022\220119 SEM TDA ARTICLE III SIDEWALK INSTALLATION PROJECT\WIP\8.BID ANALYSIS\0.0 BID ANALYSIS, SEM SIDEWALK INSTALLATION TDA ARTICLE III, PROJECT NO 112REFERENCE CHECK 3 of 4 Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 3 of 24

LOWEST RESPONSIVE BID SUBMITTED BY: Grigolla & Sons Construction Co. Inc.

IN THE AMOUNT OF: $67,450.00

4. LOWEST RESPONSIVE BID
D:\Dropbox (Transtech Engineers)\JOBRECRD\2022\220119 SEM TDA ARTICLE III SIDEWALK INSTALLATION PROJECT\WIP\8.BID ANALYSIS\0.0 BID ANALYSIS, SEM SIDEWALK INSTALLATION TDA ARTICLE III, PROJECT NO 112LOWEST RESPONSIBLE BID 4 of 4 Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 4 of 24

Data current as of 3/17/2022 8:35:17 AM
Home | Online Services | License Details
Contractor's License Detail for License #
514132
DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations.

Business Information

GRIGOLLA & SONS CONSTRUCTION CO INC
627 ALLEN AVENUE
SAN DIMAS, CA 91773
Business Phone Number:(909) 447-8530
Entity Corporation
Issue Date 07/13/1987
Expire Date 07/31/2023
License Status
This license is current and active.

All information below should be reviewed.

Classifications

A - GENERAL ENGINEERING
Bonding Information
Contractor's Bond
This license filed a Contractor's Bond with AMERICAN CONTRACTORS INDEMNITY COMPANY.

Bond Number: 100087570
Bond Amount: $15,000
E�ective Date: 01/01/2016
Contractor's Bond History
Bond of Qualifying Individual
The qualifying individual DAVID LOPEZ GRIGOLLA certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required.

E�ective Date: 11/03/2009
BQI's Bond History
Workers' Compensation
An employee service group holds the workers compensation insurance.

Policy Number:C69975811
E�ective Date: 10/01/2021
Expire Date: 10/01/2022
Workers' Compensation History
Other
CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure click on link that will appear below for more information. Click here for a definition of disclosable actions. 
 Only construction related civil judgments reported to CSLB are disclosed (B&P 7071.17).  Arbitrations are not listed unless the contractor fails to comply with the terms.  Due to workload, there may be relevant information that has not yet been entered into the board's license database.  Personnel listed on this license (current or disassociated) are listed on other licenses.

Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 5 of 24

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Back to Top Conditions of Use
Privacy Policy Accessibility
Accessibility Certification
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Data current as of 3/17/2022 9:09:19 AM
Home | Online Services | License Details
Contractor's License Detail for License #
654506
DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations.

Business Information

V & E TREE SERVICE INC
dba V & E LANDSCAPE & MAINTENANCE
P O BOX 3280
ORANGE, CA 92865
Business Phone Number:(714) 997-0903
Entity Corporation
Issue Date 09/21/1992
Expire Date 09/30/2022
License Status
This license is current and active.

All information below should be reviewed.

Classifications
Bonding Information
Contractor's Bond
This license filed a Contractor's Bond with AMERICAN CONTRACTORS INDEMNITY COMPANY.

Bond Number: SC1012467
Bond Amount: $15,000
E�ective Date: 01/01/2016
Contractor's Bond History
Bond of Qualifying Individual
The qualifying individual EDWARD KROENER ARCHIBALD certified that he/she owns 10 percent or more of the voting stock/membership interest of this company; therefore, the Bond of Qualifying Individual is not required.

E�ective Date: 09/23/1999
BQI's Bond History
Workers' Compensation
This license has workers compensation insurance with the SECURITY NATIONAL INSURANCE

COMPANY
Policy Number:SWC1341708
E�ective Date: 05/05/2021
Expire Date: 05/05/2022
Workers' Compensation History
CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure click on link that will appear below for more information. Click here for a definition of disclosable actions. 
 Only construction related civil judgments reported to CSLB are disclosed (B&P 7071.17).  Arbitrations are not listed unless the contractor fails to comply with the terms.  Due to workload, there may be relevant information that has not yet been entered into the board's license database.  C27 - LANDSCAPING
 C-61 / D49 - TREE SERVICE
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Contractor Information
Legal Entity Name
GRIGOLLA & SONS CONSTRUCTION CO., INC.

Legal Entity Type
Corporation
Status
Active
Registration Number
1000001346
Registration effective date
7/1/2021
Registration expiration date
6/30/2023
Mailing Address
627 W. ALLEN AVE. SAN DIMAS 91773 CA Unite…
Physical Address
627 W. ALLEN AVE. SAN DIMAS 91773 CA Unite…
Email Address
Trade Name/DBA
License Number(s)
CSLB:514132
Registration History
Legal Entity Information
Corporation Number:

C1343910
Federal Employment Identification Number:

President Name:

JOHN GRIGOLLA
Vice President Name:

Treasurer Name:

Secretary Name:

CEO Name:

Agent of Service Name:

JOHN GRIGOLLA
Agent of Service Mailing Address:
2256 SHADY OAKS ROAD  GLENDORA 91741 CA United States of America Workers Compensation
Effective Date    Expiration Date
5/21/2018 6/30/2019
5/25/2017 6/30/2018
5/9/2016 6/30/2017
7/1/2015 6/30/2016
9/16/2014 6/30/2015
7/1/2019 6/30/2021
7/1/2021 6/30/2023
Do you lease employees
through Professional
Employer Organization
No
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(PEO)?:

Please provide your
current workers
compensation
insurance information
below:

PEO InformationPEO
Name
PEO
Phone
PEO
Email
Insured by Carrier
Policy Holder Name:GRIGOLLA & SONS CONSTRUCTION CO., INC.Insurance Carrier:

Ace American Insurance Co.Policy Number:C68626717Inception date:10/1/2020 Expiration Date:10/1/2021
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Contractor Information
Legal Entity Name

V&E TREE SERVICE, INC
Legal Entity Type
Corporation
Status
Active
Registration Number
1000001936
Registration effective date
7/1/2019
Registration expiration date
6/30/2022
Mailing Address
PO BOX 3280 ORANGE 92857 CA United States …
Physical Address
2425 N. BATAVIA ST ORANGE 92865 CA United …
Email Address
Trade Name/DBA

V&E TREE SERVICE
License Number(s)
CSLB:654506
CSLB:654506
Registration History
Legal Entity Information
Corporation Number:
953685966
Federal Employment Identification Number:

President Name:

EDWARD ARCHIBALD
Vice President Name:

VICTOR EGGERS
Treasurer Name:

VICTOR EGGERS
Secretary Name:

VICTOR EGGERS
CEO Name:

EDWARD ARCHIBALD
Agent of Service Name:

PHILLIP L HUMMEL
Agent of Service Mailing Address:
500 N. STATE COLLEGE BLVD. STE 1200  ORANGE 92868 CA United States of America Effective Date    Expiration Date
6/6/2018 6/30/2019
5/23/2017 6/30/2018
5/17/2016 6/30/2017
6/18/2015 6/30/2016
10/15/2014 6/30/2015
7/1/2019 6/30/2022
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Workers Compensation
Do you lease employees
through Professional
Employer Organization
(PEO)?:

No
Please provide your
current workers
compensation
insurance information
below:

PEO InformationPEO
Name
PEO
Phone
PEO
Email
Insured by Carrier
Policy Holder Name:V&E TREE SERVICE, INCInsurance Carrier:AMTRUSTPolicy Number:

SWC1341768Inception date:5/1/2014Expiration Date:5/4/2022 Firefox https://cadir.secure.force.com/ContractorSearch/PrintRegDetails 2 of 2 3/17/2022, 9:15 AM
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DLSE Debarments
The following is a list of contractors barred from bidding on, accepting, or performing any public works contracts, either as a contractor or subcontractor. Please refer to the “Period of Debarment” for status of debarment period as noted below:

As part of your due diligence, we suggest that you also check:
• Contractor status at the Contractors State License Board (CSLB) • The Federal debarment list at the Excluded Parties List System Name of contractor Period of debarment

MINAKO AMERICA CORPORATION DBA
MINCO CONSTRUCTION;

AND REFAAT HILMAY MINA,
CSLB License Number: 612429
September 27, 2021
through September 26,
2022
Decision LB 6333
GRFCO, INC. DBA ONSITE KRUSHING;
GARCIA JUAREZ CONSTRUCTION, INC.;
GEORGE ROBERT FROST; AND JAMES

CRAIG JACKSON
CSLB License Number: 291013 and
84801
5/21/2021 through
5/20/2024
Decision LB 6629
Avi Shechter, Individually
DBA Avi Shechter
CSLB Number: 908891 and 1018353
5/6/2019 through
5/5/2022
Decision LB 6328
Patrick Kim, Individually
DBA Ritecon Plumbing
CSLB Number: 991018
8/21/2018 through
8/20/2019
Decision LB 6762
Bighorn Construction, Inc.

CSLB Number: 597866
5/5/2018 through
5/4/2021
Decision LB 6658
Doug Parks, Individually dba
Doug Parks and Son Plumbing
CSLB Number: 411825
10/11/2017 through
10/10/2019
Decision SC 5807
California Department of
Industrial Relations
Public Works https://www.dir.ca.gov/dlse/debar.html
1 of 9 3/17/2022, 9:18 AM
Bid Analysis, Sidewalk Installation TDA Article III Document Control Page 13 of 24

Worthington Construction, Inc.;
Dale Worthington, an individual and
CEO/RMO of
Worthington Construction, Inc.; and,
Holi Jeanne Worthington, an
individual and O�icer of
Worthington Construction
CSLB Number: 714836
6/15/2018 through
9/16/2019
Decision LB 5267
RMV Construction, Inc., A California
Corporation; and Robert
Michael Vasil II a.k.a. Robert Michael
Vasil a.k.a.

Mike Vasil, an Individual and CEO/RMO
President of RMV
Construction, Inc.

CSLB Number: 892389
4/1/2017 through
8/18/2018
Decision LB 5266
Gewargis Youkhanis Narso, an
individual dba
GEHVAC and Technologies, a sole
proprietorship,
And GEHVAC Co., a sole proprietorship
CSLB Number: 899312 and 1013848
2/1/2017 through
1/31/2020
Decision 40-48480-516
Joseph Brothers Enterprise, Inc.; Ken
Joseph Individually and as CEO
CSLB Number: 849169
4/3/2018 through
10/3/2019
Decision SC 6390
Dave Cook Concrete Construction,
Inc., and David William Cook
34231 Camino Capistrano #102
Capistrano Beach, CA 92624-1189
CSLB Number: 461897
3/1/2017 through
2/29/2020
Decision LB 6207
Bannaoun Engineers Constructors
Corporation; Omar Maloof, An
Individual
P.O. Box 16599
Beverly Hills, CA 90209-2599
CSLB Number: 827829
05/12/17 through
05/11/20
Decision SC 5517
Public Works https://www.dir.ca.gov/dlse/debar.html
2 of 9 3/17/2022, 9:18 AM
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Evans Roofing Co., Inc.
2020 South Yale Street
Santa Ana, CA 92706
CSLB Number: 610549
10/31/16 through
10/30/19
Decision LB 6270
Guillermo Ibaibarriaga dba Sierra
Nevada Stucco and 2K Roofing
Sierra Nevada Stucco
P.O. Box 8472
Reno, NV 89502
CSLB Number: 915812
2K Roofing
820 Kuenzli Street
Reno, NV 89502
CSLB Number: 954551
05/14/17 through
05/13/20
Decision SC 6037
Del Norte Construction, And Trinidad
Manuel Canales, an Individual
PO Box 5101
Oxnard, CA 93030
5020 Wooley Rd.

Oxnard, CA 93030
CSLB Number: #945723
6/01/16 through 5/31/17
Decision LB 5533
Diversified Building & Electric
Company, Inc.
409 Tennant Station
Morgan Hill, CA 95037
Denis Andrew Maris, Individually and
Doing Business as Diversified Electric
Company
CSLB Number: #765312
2/15/16 through 8/15/17
Decision SC 5714
Public Works https://www.dir.ca.gov/dlse/debar.html
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Fast Demolition, Inc.
601-C East Palomar Street #123
Chula Vista, CA 91911
CSLB Number: #792729
Rogelio Medina Vazquez., an individual
and in his capacity as Responsible
Managing O�icer of FAST DEMOLITION,
INC.
4/1/44 through 3/31/47
Decision LB5742
4/1/41 through 3/31/44
Decision LB5665
4/1/36 through 3/31/39
Decision LB5740
4/1/33 through 3/31/37
Decision LB5651
4/1/33 through 3/31/37
Decision LB5739
4/1/24 through 3/31/27
Decision LB5741
4/1/30 through 3/31/33
Decision LB5743
4/1/27 through 3/31/30
Decision LB5666
4/1/21 through 3/31/24
Decision LB5667
4/1/18 through 3/31/21
Decision LB5668
4/01/15 through 3/31/18
Decision LB5345
Amerivet Plumbing, Inc.; Walter
Edward Jacob Kuhlmann III,
Individually And dba Amerivet
Plumbing Services
CSLB Number: #969048 and #919761
8/6/15 through 8/5/18
Decision SC 5756
Ultimate Inc., And, Enrique Vera, an
Individual
PO Box 571117
Tarzana, CA 91356-1117
CSLB Number: #949229
12/1/15 through
11/30/18
Decision LB 5655 &
LBS659
Travioli Construction, Inc.

PO Box 231
Visalia, CA 93274
CSLB Number: #936832
9/11/15 through 3/10/17
Decision SC 5800
Integrity Sheet Metal, Inc.
319 McArthur Way
Upland, CA 91786
CSLB #726770
William Ben Hicks, an individual;
Margaret Mary Hicks, an individual
2/01/15 through 1/31/18
Decision LB 5596
Public Works https://www.dir.ca.gov/dlse/debar.html
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L A Builders, Inc., a California
Corporation
15635 Saticoy Street, #H
Van Nuys, CA 91406
CSLB #748591
Alon Gamliel, an individual
2/01/15 through 1/31/18
Decision LB5 171
USA Wall Systems, Inc.
8309 Sunshine Lane
Riverside, CA 92508
CSLB #929610
Edward Eugene Brammer, an
individual
and in his capacity as
President/CEO/RMO
4/01/15 through 3/31/18
Decision LB 5323
Daughter Construction
formerly dba Hy Carpentry
Construction
15407 Thornlake Avenue
Norwalk, CA 90650
CSLB #979297
Sharon Jin Yoo, an individual;
Dae Hyun Yoo, an individual
and in his capacity as
manager/supervisor for Sharon Jin Yoo
and in his capacity as General Partner
for HY Construction, a General
Partnership.
4/01/15 through 3/31/18
Decision LB 5466,
LB5467, LB5468 &
LB5520
RDA Construction, Inc.
1692 W. Bullard Ave.,
Fresno, CA 93711
CSLB# 383306
12/15/14 through
12/14/16
Decision 40-40508-522
& 44-40509-522
Titan Electrical Construction, Inc.

Lucas Oliver Stickney, an individual
Jamie Noel Furr, an individual
630 Natoma Street
San Francisco, CA 94103
CSLB# 919516
11/3/14 through 11/2/17
Decision SC 5539
Ramos Painting
Carlos Ray Ramos, an individual
P.O. Box 3871
Paso Robles, CA 93447
CSLB# 753575
11/3/14 through 11/2/15
Decision SC 5518
Public Works https://www.dir.ca.gov/dlse/debar.html
5 of 9 3/17/2022, 9:18 AM
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Dick Emard Electric.
dba Emard Electric Luke Richard
Emard, an individual and RMO
5930 Key Court, Suite A
Loomis, CA 95650
CSLB# 794007
11/3/14 thorough
11/2/17
Decision SC 5521
Nixon Electric
Gordon Fulton Nixon, an individual
5624 Faust Ave.

Woodland Hills, CA 91367
CSLB# 796802
8/1/14 through 7/31/17
Decision LB 4495
Neris General Contractors, a California
Corporation
Efren Neri, an individual
Servando Neri, an individual
Rebeca Neri, an individual
Luis Abelardo Castro, an individual
6087 California Ave.

Long Beach, CA 90805
CSLB# 797967
2/28/14 through 2/27/17
Decision LB 4511,
LB4512 & LB4521
Southland Construction
Reza Mohammedi, an individual
3943 Irvine Blvd., #405, Irvine, CA 92602
CSLB# 663784 (expired)
10/14/14 through
10/13/17
Decision SAC 5492
National Drywall Corporation,
A Dissolved California Corporation
603 S. Milliken Avenue, Suite F
Ontario, CA 91761
CSLB #834335
Miguel Contreras, an Individual and
Responsible Managing O�icer/CEO
/President
Dora Maria Contreras, an Individual
and
Agent/O�icer of the Corporation
8/4/14 through 8/3/17
Decision SAC 5506
Tadros & Youssef Construction, Inc.

Kamel Shaker Tadros & Makram
Youssef Youssef, Individually
1221 E 8th Street, Unit A, Upland, CA
91786
CSLB# 698182 (expired)
5/10/14 through 5/9/17
Decision SAC 5308
Public Works https://www.dir.ca.gov/dlse/debar.html
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Serenity Fire Protection
417 S. Associated Road, Brea, CA 92821
CSLB# 902927
5/1/14 through 4/30/17
Decision LB 4202
Don Kelly Construction , Inc.

Don Kelly, Individual and Lisa Kelly,
Individual
171 Northview Ridge Lane, P.O. Box
10760, Bozeman, MT 59719
3/25/14 through 3/24/17
Decision LB 4484
Aldan, Inc.

P.O. Box 9428, Brea, CA 92822
CSLB #949229
2/28/14 through 2/27/17
Decision LB5175
Russell/Thompson, Inc.

James Jean Russell & Valery Alena
Thompson, Individually
4684 Oak Glen Dr., Redding, CA 96001
CSLB# 915036 (revoked)
10/31/13 through
10/31/16
Decision SC 5309
Ayodejia A. Ogundare, Individual
Dba Pacific Engineering Company
6310 Stewart Way, Bakersfield, CA
93308
CLSB#710322
5/15/2013 through
5/15/2014
Decision SAC 1039
Wallcrete Industries, Inc.; Garit David
Wallace and Amber Anderson,
Individuals
400 Kansas, Redlands, CA 92373
CSLB#834220
7/29/12 through 7/28/15
Decision SAC 5175
FEI Enterprises, Inc
Gabriel Fedida, Individual
5749 Venice Blvd., Los Angeles, CA
90019
CSLB#659252
6/14/12 through 6/13/15
Decision SC 5198
Je�rey Alan Mott and Michelle Mott,
individuals
Dda Integrity Landscape
3756 Independence Avenue
Sanger, CA 93637
CSLB#774222
3/29/12 through 3/28/15
Decision SC 5160
Public Works https://www.dir.ca.gov/dlse/debar.html
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Jensen Drywall & Stucco
Je�rey E. Jensen
3714 Lynda Place
National City, CA 91950-8121
CSB # 664168 Exp. 2/18/11 (expired)
3/31/11 through 3/30/13
Decision SC 5095
All West Construction, Inc.

Donald Kent Russell
495 N. Marks Ave.

Fresno, CA 93706
CSB # 592321 Exp. 4/3/12 (suspended)
3/31/11 through 3/30/13
Decision se 5013
Country Builders, Inc.

Weldon O�ill, individually
5915 Graham Ct.

Livermore, CA 94550
CSB # 699574 Exp. 11/30/12 (active)
3/1/11 through 2/28/14
Decision SC 5053
Addendum SC 5053
Sutter Foam & Coating, Inc.
909 A. George Washington
Yuba City, CA 95993
CSB # 732014 Exp. 1/31/09 (inactive)
David Alvin Trexler, an individual
909 A. George Washington
Yuba City, CA 95993
Kenneth A. Trexler, an individual
2603 Lago Lane
Marysville, CA 95901
7/1/10 through 6/30/13
Decision SAC 5012
Soo Dong Kim, an individual,
dba Soo Kim Electric Company
16224 Ridgeview Lane
La Mirada, CA 90638
CSB # 568103 Exp. 8/1/09 (inactive)
Hyo Nam Jung, an individual,
dba Lucid Electric
18621 Well Street
Rowland Heights, CA 91748
CSB # 914692 Exp. 4/3/10
4/19/10 through 4/18/13
Decision SAC 1064
Public Works https://www.dir.ca.gov/dlse/debar.html
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Southwest Grading,
dba Southwest Grading Services, Inc.,
22031 Waite Street
Wildomar, CA 92595
David Walter Cholewinski, an
individual
22031 Waite Street
Wildomar, A 92595
29970 Technology Drive, Ste. 205
Murrieta, CA 92563
CSB #840416 Exp. 6/30/10
3/18/10 through 3/17/13
Decision SAC 1058
S.J. Cimino Electric, Inc., a California
corporation,
3267 Dutton Ave.

Santa Rosa, CA 95404
Salvatore Joseph Cimino, RMO, CEO
and President of S.J. Cimino Electric,
Inc. and sole owner of S.J. Cimino
Electric, an individual
5825 Heights Rd.

Santa Rosa, CA 95401
CSB #343802 Exp. 2/28/10
CSB #294141 Exp. 9/30/13 (inactive)
10/15/09 through
10/14/12
Decision SAC 1052
Cedar Development Corporation
Serghon Gabriel Afram, individually
12477 Feather Dr
Mira Loma, CA 91752
CSB # 839898 Exp. 6/30/10 (suspended)
8/5/09 through 8/4/12
Decision SAC 1042
All Floors Commercial and Residential
Flooring, Inc.

Salvador Elias Perea, individually
750 E. McGlincy Lane, #103
Campbell, CA 95008
CSB #430969 Exp. 7/31/09
5/14/09 through 5/13/12
Decision SAC 1040
1-AMD Construction, Inc.

Alberto Mordoki, individually
Mirella Mordoki, individually
5300 Beach Blvd., Suite 110-416
Buena Park, CA 90621
CSB #787533, revoked
3/16/09 through 3/15/12
Decision SAC1037
Updated: May 2021
Public Works https://www.dir.ca.gov/dlse/debar.html
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ATTACHMENT D

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PUBLIC WORKS AGREEMENT
By and Between

CITY OF SOUTH EL MONTE
and
GRIGOLLA & SONS CONSTRUCTION CO., INC.

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PUBLIC WORKS AGREEMENT

BETWEEN THE CITY OF SOUTH EL MONTE AND
GRIGOLLA & SONS CONSTRUCTION CO., INC.

THIS PUBLIC WORKS AGREEMENT (“Agreement”) is made and entered into this 12th day of April, 2022 by and between the CITY OF SOUTH EL MONTE, a municipal corporation (“City”) and GRIGOLLA & SONS CONSTRUCTION CO., INC., a California corporation (“Contractor”). City and Contractor may sometimes be referred to herein as a “Party” or collectively as the “Parties.”

RECITALS
A. City has sought, by issuance of a Request for Proposals or Invitation for Bids, the performance of the services defined and described particularly in Article 1 of this Agreement.

B. Following submission of the lowest responsible and responsive bid for the performance of the services, Contractor was selected by the City to perform such services.

C. Pursuant to the City of South El Monte Municipal Code, City has authority to enter into and execute this Agreement.

D. The Parties desire to formalize the selection of Contractor for performance of the services and desire that the terms of that performance be as particularly defined and described herein.

OPERATIVE PROVISIONS
NOW, THEREFORE, in consideration of the mutual promises and covenants made by the Parties and contained herein and other consideration, the value and adequacy of which are hereby acknowledged, the Parties agree as follows:

ARTICLE 1. WORK OF CONTRACTOR

1.1 Scope of Work.

The Contractor shall perform all of the work, furnish all labor, materials, equipment, tools, utility services, and transportation, and comply with all of the specifications and requirements set forth in the Contract Documents for the project entitled Sidewalk Installation TDA Article 3, Project No. 112 (“Project”), in accordance with the terms and conditions of this Agreement, which may be referred to as the “services” or “work” hereunder. All such work shall be performed in a good and workmanlike manner, as reasonably determined by the City, and shall be performed in strict compliance with the Contract Documents and all local, state, and federal laws and regulations and any applicable National Pollutant Discharge Elimination System permits. As used herein, “Contract Documents” refers to all of the documents included in the solicitation of bids for the Project and Contractor’s bid proposal(s), including but not limited to, the Notice Inviting Bids, Instructions to Bidders, Bid, Federal Provisions (if any), Applicable Federal Wage Decision (if any), General Provisions, Special Provisions, Appendices, Plans, Drawings, and Addenda, and any DRAFT

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other documents included, referenced, or incorporated therein. The Contract Documents are incorporated into this Agreement. In the event of any conflict or inconsistency between the terms of the Contract Documents and this Agreement, the terms of this Agreement shall govern.

1.2 Incorporation of Greenbook.

The provisions of the Standard Specifications for Public Works Construction (as the same may be updated, amended, or supplemented from time to time, “Greenbook”) are incorporated herein, except as explicitly modified by the Contract Documents. The applicable version of the Greenbook shall be the version referenced in the Contract Documents, and if no version is referenced in the Contract Documents, the applicable version shall be the most recent version. In the event of any conflict or inconsistency between the provisions of the Greenbook and this Agreement, the terms of this Agreement shall govern.

1.3 Compliance with Labor and Wage Laws.
(a) Public Work. The Parties acknowledge that the work to be performed under this Agreement is a “public work” as defined in Labor Code Section 1720 and that this Agreement is therefore subject to the requirements of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works contracts and the rules and regulations established by the Department of Industrial Relations (“DIR”) implementing such statutes. The work performed under this Agreement is subject to compliance monitoring and enforcement by the DIR. Contractor shall post job site notices, as prescribed by state law and DIR regulations. (b) Registration with DIR. Pursuant to Labor Code Section 1771.1, Contractor and all subcontractors must be registered with, and pay an annual fee to, the DIR prior to and during the performance of any work under this Agreement. Contractor shall notify the City in writing immediately, and in no case more than twenty-four (24) hours, after receiving any information that Contractor’s or any of its subcontractors’ DIR registration status has been suspended, revoked, expired, or otherwise changed.
(c) Prevailing Wages. Contractor shall pay prevailing wages as required by Labor Code Section 1771. Pursuant to Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are on file at City Hall and will be made available to any interested Party on request. By initiating any work under this Agreement, Contractor acknowledges receipt of a copy of the DIR determination of the prevailing rate of per diem wages, and Contractor shall post a copy of the same at each job site where work is performed under this Agreement. If this Agreement is subject to the payment of federal prevailing wages under the Davis-Bacon Act (40 U.S.C. § 3141 et seq.), then Contractor shall pay the higher of either the state for federal prevailing wage applicable to each laborer.
(d) Penalty for Failure to Pay Prevailing Wages. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the City, forfeit two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the DIR for DRAFT

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the work or craft in which the worker is employed for any public work done pursuant to this Agreement by Contractor or by any subcontractor.
(e) Payroll Records. Contractor shall comply with and be bound by the provisions of Labor Code Section 1776, which requires Contractor and each subcontractor to: keep accurate payroll records and verify such records in writing under penalty of perjury, as specified in Section 1776; certify and make such payroll records available for inspection as provided by Section 1776; and inform the City of the location of the records. (f) Apprentices. Contractor shall comply with and be bound by the provisions of Labor Code Sections 1777.5, 1777.6, and 1777.7 and California Code of Regulations Title 8, Section 200 et seq. concerning the employment of apprentices on public works projects. Contractor shall be responsible for compliance with these aforementioned Sections for all apprenticeable occupations. Prior to commencing work under this Agreement, Contractor shall provide City with a copy of the information submitted to any applicable apprenticeship program. Within sixty (60) days after concluding work pursuant to this Agreement, Contractor and each of its subcontractors shall submit to the City a verified statement of the journeyman and apprentice hours performed under this Agreement.
(g) Eight-Hour Work Day. Contractor acknowledges that eight (8) hours labor constitutes a legal day’s work. Contractor shall comply with and be bound by Labor Code Section 1810.
(h) Penalties for Excess Hours. Contractor shall comply with and be bound by the provisions of Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the City, forfeit twenty-five dollars ($25) for each worker employed in the performance of this Agreement by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the Labor Code. Pursuant to Labor Code Section 1815, work performed by employees of Contractor in excess of eight (8) hours per day, and forty (40) hours during any one week shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half (1½) times the basic rate of pay.
(i) Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every employer will be required to secure the payment of compensation to its employees if it has employees. In accordance with the provisions of California Labor Code Section 1861, Contractor certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
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(j) Contractor’s Responsibility for Subcontractors. For every subcontractor who will perform work under this Agreement, Contractor shall be responsible for such subcontractor's compliance with Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, and shall make such compliance a requirement in any contract with any subcontractor for work under this Agreement. Contractor shall take all actions necessary to enforce such contractual provisions and ensure subcontractor's compliance, including without limitation, conducting a review of the certified payroll records of the subcontractor on a periodic basis or upon becoming aware of the failure of the subcontractor to pay his or her workers the specified prevailing rate of wages. Contractor shall diligently take corrective action to halt or rectify any such failure by any subcontractor.

1.4 Licenses, Permits, Fees and Assessments.

Contractor shall obtain at its sole cost and expense such licenses, permits, registrations, and approvals as may be required by law for the performance of the services required by this Agreement. Contractor shall have the sole obligation to pay for any fees, assessments and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for the Contractor’s performance of the services required by this Agreement, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed or imposed against City hereunder.

1.5 Familiarity with Work.

By executing this Agreement, Contractor warrants that Contractor (i) has thoroughly investigated and considered the Scope of Work to be performed, (ii) has carefully considered how the work should be performed, and (iii) fully understands the facilities, difficulties and restrictions attending performance of the work under this Agreement. If the services involve work upon any site, Contractor warrants that Contractor has or will investigate the site and is or will be fully acquainted with the conditions there existing, prior to commencement of services hereunder.

1.6 Discovery of Unknown Conditions.
(a) Pursuant to Public Contract Code Section 7104, Contractor shall promptly, and before the following conditions are disturbed, notify the City, in writing, of any: (i) material Contractor believes may be hazardous waste as defined in Section 25117 of the Health & Safety Code required to be removed to a Class I, II, or III disposal site in accordance with existing law; (ii) subsurface, unknown, or latent physical conditions at the Project site, materially different from those indicated by information about the Project site made available to bidders prior to the deadline for submitting bids on the Project; or (iii) unknown physical conditions at the Project site of any unusual nature, different from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, that will materially affect the performance of Contractor’s services hereunder.
(b) City shall promptly investigate the conditions, and if it finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in DRAFT

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Contractor’s cost of, or the time required for, the performance of any part of the work, the City shall issue a change order in accordance with Section 1.11 of this Agreement. (c) In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date set, but shall proceed with all work to be performed under this Agreement. Contractor shall retain any and all rights provided either by contract or by law, which pertain to the resolution of disputes and protests between the Parties.

1.7 Unidentified Utilities.

To the extent required by Government Code Section 4215, City will compensate Contractor for the cost of locating, repairing damage not due to the failure of Contractor to exercise reasonable care, and removing or relocating utility facilities not identified by City in the Contract Documents with reasonable accuracy, and for equipment on the Project necessarily idled during such work.

Nothing herein shall be deemed to require City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the Project site can be inferred from the presence of other visible facilities, such as buildings, meters, and junction boxes, on or adjacent to the Project site of the construction; provided, however, nothing herein shall relieve City from identifying main or trunklines in the plans and specifications. If Contractor, while performing the work, discovers utility facilities not identified by City in the plans or specifications, Contractor shall immediately notify City and the utility in writing. This Agreement is subject to Government Code Sections 4126 through 4216.9. Contractor must notify utilities and obtain an identification number before excavation or be subject to liability for damages to subsurface installations.

1.8 Trench Excavation.

Pursuant to Labor Code Section 6705, if this Agreement is for more than $25,000 and requires the excavation of any trench or trenches five feet or more in depth, Contractor shall submit, in advance of such excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. The plan shall be reviewed and accepted by the City, or a registered civil or structural engineer employed by the City to whom authority has been delegated, prior to the excavation. If the plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. This Section 1.8 shall not be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders (set forth in the California Code of Regulations, Title 8, Subchapter 4). This Section 1.8 shall not be construed to impose tort liability on the City or any of its employees. Full compensation for sheeting, shoring, bracing, sloping, and all other provisions required for worker protection shall be considered as included in the contract price shown in the appropriate Bid item in the Contract Documents, and no additional compensation will be allowed therefor.

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1.9 Protection and Care of Work and Materials.

The Contractor shall adopt reasonable methods, including providing and maintaining storage facilities, during the life of this Agreement to furnish continuous protection to the work, and the equipment, materials, papers, documents, plans, studies and/or other components thereof to prevent losses or damages, and shall be responsible for all such damages, to persons or property, until acceptance of the work by City, except such losses or damages as caused by City’s own negligence. Stored materials shall be reasonably accessible for inspection. Contractor shall not, without City’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the work.

1.10 Warranty.

Contractor warrants all work under this Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed or corrected and any non-conforming construction or materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in this Agreement, or the Contract Documents, or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance of the Project by the City, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the work or non-conformance of the work to the requirements under this Agreement, commence and prosecute with due diligence all work necessary to fulfill the terms of the warranty at its sole cost and expense. Notwithstanding the foregoing, Contractor shall act as soon as requested by the City in response to any emergency condition or situation. In addition, Contractor shall, at its sole cost and expense, repair, remove and replace any portions of the work (or work of its subcontractors) damaged by its defective work or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor's obligation hereunder to correct defective work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of this Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers, and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement or the Contract Documents, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work or materials at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

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