HomeMy WebLinkAboutItem 2 - Attachment 4- DR19-0025 Project Plan ACCESSIBILITY INFO : PROJECT INFO :
ACCE551BLE PATH OF TRAVEL TO ALL BUILDING5 FACILITIES,
SITE:
ELEMENTS AND 5PACE5 THAT ARE ON THE SAME 51TE. ALL 1880 AUTO PARK PLACE
PARKING, RAMPS, WALK5, ENTRANCE, PATH OF TRAVEL ETC. CHULA VISTA, CA
ARE ACCE551BLE AND ARE 5UBJECT TO FIELD VERIFICATION5.
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1. DOORS SHALL HAVE A CLEAR OPENING OF NOT LESS THAN 32"
OWNER: �
WHEN OPEN AND SHALL BE OPERABLE BY A SINGLE EFFORT. STEVE DOSE Ln
2. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL 215 DENNY WAY
BE LEVEL AND CLEAR. THE LEVEL AREA WILL HAVE A LENGTH IN THE
DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND A EL CAJON, CA 92020
LENGTH OPPOSITE OF 44" AS MEASURED AT RIGHT ANGLES TO THE 619-449-3835
PLANE OF THE DOOR IN A CLOSED POSITION. DESIGNER:
3. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE
DOOR SWINGS WILL EXTEND 24" PAST THE STRIKE EDGE OF THE JON HURLEY BUILDING DESIGN LLC
DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE OF ALL 14583 CHERRY ST.
INTERIOR DOORS. BRIGHTON, CO 80602
4. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE
CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND 619-248-2673
LOCKING DOORS WILL BE OPERABLE WITH A SINGLE EFFORT BY CIVIL ENGINEER:
'-�
LEVER TYPE HARDWARE, BY PANIC BARS OR PUSH PULL ACTIVATING LANDMARK EER:CONTANTING
BARS, LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS
cq
DIRECTION. 9555 GENESES AVE. STS. 200
SAN DIEGO, CA 92121
5. THE BOTTOM 10 OF ALL DOORS EXCEPT AUTOMATIC AND 858-587-8070 O
SLIDING WILL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW
THE DOORS TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT w 0
CREATING A TRIP OR HAZARDOUS CONDITION WHERE NARROW LANDSCAPE DESIGN: Q
R. CLARKS
FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE S.S. C LARKS OOD WAY STS. P
INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH SHALL ALLOW OCEANSIDE, CA 92058
THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT 760-716-3100
CREATING A TRIP HAZARDOUS CONDITION.
6. THRESHOLDS SHALL NOT EXCEED 1/2" IN TOTAL HEIGHT. OWNER BUILDER
VERTICAL FACES NOT EXCEED '/z". CHANGE IN LEVEL BETWEEN 1/4"
AND '/z" WILL BE BEVELED WITH A SLOPE NO GRATER THAN '/z" PROJECT INFO:
SHALL BE ACCOMPLISHED BY MEANS OF A RAMP.
7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 PROPOSED NEW AUTO REPAIR FACILITY O
POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR z
DOORS, SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT COLLISION REPAIR - 1 . 17,450 SQ. FT.
ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR AUTO REPAIR FACILITY - 2. 6,186 SQ. FT. w
FOLDING DOORS. w z
TOTAL BUILDING 23,636 SQ. FT. v
8. ALL WALKS OR AREAS ADJACENT TO EACH ACCESS DOOR SHALL %Dz
HAVE A LEVEL AREA NOT LESS THAN 60"x 60" WITH AT LEAST 24" W w
COVERED ENTRY 4,185 SQ. FT. w
WIDE LEVEL AREA EXTENDING TO THE STRIKE SIDE OF THE DOOR. z
9. ALL EXTERIOR TRAFFIC (PEDESTRIAN AND/OR VEHICULAR) v fY f -1
LAND INFO: � � p r-
SURFACES SHALL HAVE A SLIP RESISTANT FINISH. w z O
10. ALL ACCESSIBLE BUILDING ENTRANCES SHALL DISPLAY THE O w p t v
INTERNATIONAL SYMBOL OF ACCESSIBILITY. 2.166 ACRES j } v -1 ,:6 Z
Lu p Ln FT
205 SQ
378. . . }
11. ROOM IDENTIFICATION SIGNAGE SHALL INCLUDE RAISED 94, j 0) co w
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LETTERS AND BRAILLE IN CONFORMANCE WITH THE TITLE 24 O
SECTION 11178.5.6.3. TOTAL LOT BUILDING COVERAGE 27,810 SQ. FT. t cr
TOTAL F.A.R. 0.29% v w
RESTROOM NOTES:
1. MEN'S AND WOMEN'5 GEOMETRIC IDENTIFICATION 5YMBOL5 SET BACKS:
SHALL BE PLACED ON DOORS TO 5ANITARY FACILITIE5. FRONT 40'-0"
2. TOILET ROOM GRAB BAR5 SHALL BE PROVIDED AT 33" A.F.F. SIDE 20'-0"
AND SHALL BE PARALLEL TO THE FLOOR. REAR 20'-0"
3. WHEN PROVIDED, ALL OPENABLE PARTS OF AT LEAST ONE A-
TOWEL, 5ANITARY NAPKIN 015PEN5ER, WA5TE RECEPTACLE OR LEGAL: LU
51MILAR FIXTURE SHALL BE LOCATED WITHIN 40 INCHE5 FROM Lu
THE FLOOR. PARCEL 3, PARCEL MAP 19,306
4. TOILET T155UE 015PEN5ER5 SHALL BE LOCATED ON THE 0 (�
WALL WITHIN 12" OF THE FRONT EDGE OF THE OF THE TOILET. A.P.N. Q
5. MORROR5 IN TOILET ROOMS SHALL BE MOUNTED WITH THE O Q
BOTTOM EDGE NO HIGHER THEN 40" A.F.F. 644-041-44
LL
6. THE HEIGHT OF WATER CL05ET5 SHALL BE AT A MAX OF 19" 'd, Lu
AND A MIN OF 17" A.F.F. TO THE TOP OF THE SEAT. CONSTRUCTION TYPE: Q >.
7. LAVATORIE5 SHALL BE MOUNTED WITH A CLEARANCE OF 29"
FORM THE FIN. FL. TO THE APRON. HOT WATER AND DRAIN VB FULLY SPRINKLERED Lu ~ Lu
LINES SHALL BE IN5TANTIATED OR OTHERN15E COVERED. CHAPTER 5 CBC TABLE 506.2 ALLOW AREA PER TABLE FOR l�
6. FAUCET CONTROL5 AND OPERATING MECHAN15M5 SHALL OCCUPANCY 'S-1' FULLY SPRINKLERED IS 36,000 SQ. FT. O V In
BE OPENABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT PROPOSED TOTAL BUILDING AREA 23,625 SQ. FT.
GRASPING, PINCHING OR TN15TING OF THE WR15T. O A- <
SINGLE STORY t
SPRAY BOOTH DRY SUPPRESSION z O u
OCCUPANCY: L
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'B' OFFICE, LOCKER, RESTROOM. �'-
S-1 COLLISION REPAIR FACILITY w
S-1 AUTO REPAIR FACILITY
CODE INFO:
HOURS OF OPERATION
THIS PROJECT SHALL CONFORM TO THE FOLLOWING BUILDING CODES: 7:30 AM TO 6:00 PM MONDAY THROUGH FRIDAY
2016 CALIFORNIA BUILDING CODE (CBC)
2016 CALIFORNIA MECHANICAL CODE (CMC) v
2016 CALIFORNIA PLUMBING CODE (CPC)
2016 CALIFORNIA ELECTRICAL CODE (EC) _
2016 CALIFORNIA FIRE CODE (CFC) VICINITY MAP : �-
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
2016 CALIFORNIA ENERGY CODE TITLE 24
2016 CALIF. BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) LU Cl
AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA AND THE CITY SITE
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CHULA VISTA �
AUTO PARK PL.
SHEET INDEX: o
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A-1 PROJECT INFO § Y Ln
A-2 PLOT PLAN o a
A-3 FLOOR P LAN z a Ck
A-4 NORTH ELEVATION. EAST ELEVATION Q O
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A-5 SOUTH ELEVATION, WEST ELEVATION m L
A-6 ACCESSIBILITY DETAILS a
A-7 TRASH ENCLOSURE PLAN, RETAINING WALL DETAILS
A-8 LANDSCAPE PLAN S
A-9 RETAINING WALL ELEVATIONS, FRONT FENCE DETAIL
FA-1 FIRE ACCESS PLAN 1 OF 1 `o
C-1 SITE SECTION PLAN W
C-2 GRADING PLAN .�
T-1 TOPO MAP
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SDLA 1 OF 1 SITE LIGHTING PLAN w
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A- 1 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBIL TY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
PROP. LINE 2 ,31 ' PROP. LINE PARKING INFO .
PROPOSED LAND PROPOSED LANDSCAPING 11 L
0�2 PROPOSED LANDSCAPING
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z PARKING SPACES:
03 - J
232
z \2so SPACES REQUIRE �a 1 :400 SQ. FT. OF BUILDING f
SB/L L sg/L sg sg � SB/L SB/Li 23,636 / 400 = 59.09 SPACES REQUIRED o
DUSTE z 56 STANDARD SPACES PROVIDE
4 - YARD-BINS DSCAPI co Q FL
5 COMPACT SPACES PROVIDE
U) 61 - TOTAL PARKING SPACES PROVIDED Lnr = A� RAS o u-
= E R PROPOSED-LAN05CA
220 STANDARD PARKING SPACES 9' x 19'
v, COMPACT PARKING SPACES 7'-6"
DUM STERTOMEET CITY OFF CHULA ALL KE STA ET G W CO R) U) VAN ACCESSIBLE PARKING SPACES 12' x 18' W/ 5' x 19' ACCESS ISLE
m WAY
�W Y R 20 21 22 24 25 27 29 31. 3 36. STANDARD ACCESSIBLE PARKING SPACE 9'x18' W/ 5' x 19'
_ (TY ICA ) LIGHT OL 2 LIGHT PL) ACCESSIBLE WAY
ENGLOSURE L - J
SBL � 9, LOC TI _ -SP LO N —LOCATION
1-VAN ACCESSIBLE PARKING SPACES PROVIDED
SCREEN FRONT F.H. 2-STANDARD ACCESSIBLE PARKING SPACES PROVIDED �+
L 80 �� J
PER CITY STD
RECYCLINGTOBEDRIVEN OOVRVED ESERVICE SND m 38. 4-COMPACT PARKING SPACES PROVIDED
24 EN D TO WITHSTAND THE WEIGHT ONE WAY W 53- STANDARD PARKING SPACES PROVIDED
ULTIPLE WEEKLY TRIPS BY POTENTIALLY FU LY TRAFFIC PATTERN TRAFFIC PATTERN
LOAPyTPUC�CKS TRAFFIC PATTERN ,s 39 N ACCESSIBLE PATH OF TRAVEL TO BE 5'-0" WIDE p
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G ' N
\ W o�PFF� M PROPOSED CONCRETE PARKING AREA & DRIVEWAY40.
-'
REMOVE
o ("NO INTEGRAL COLOR") CONC O
0 r 99 PAD W
T
z LIGHT POLE 1 "9� 41 RETAINING WALLS TO BE KEYSTONE STANDARD WALL SYSTEM (TAN IN COLOR) Q
m ¢ LOCATION 35 0
W R g -8" ���
Q 42.
5,-4n D. ACCESSIBLE!PARKING TYPICAL)
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ACCESS OOR I LIGHT POL E
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U) 43. FIRE NOTES:
2
A PATH
15. 1 . FIRE APPARATUS ACCESS ROADS SHALL BE MARKED AS FIRE LANES IN ACCORDANCE CVFD
_
PROPOSE OF TR VEL 44. STANDARDS.
C NCRETE PAR G 4 I ACCE D R � 2. AUTOMATIC GATES SHALL BE PROVIDED WITH BOTH AN OPTICOM DETECTION SYSTEM AND A KNOX KEY z
AVIT!RA?CTI�RE)
WAY mSWITCH OVERRIDE. PROVISIONS SHALL BE TAKEN TO OPERATE THE GATE UPON POWER LOSS._ 45. J 3. BUILDINGS SHALL BE PROVIDED WITH KNOX APPLIANCES. W
Z PROVIDE A KNOX VAULT AT THE MAIN ENTRANCE TO THE BUILDING w z
13 9 _ 46 PROVIDE KNOX BOX AT THE FIRE CONTROL ROOM v
ENTILATI N
o (TYPICAL DRIV°RC°SSiHT 4. BUILDINGS SHALL BE ADDRESSED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: W w
UXn CATION E `'.y
A. 0 - 50' FROM THE BUILDING TO THE FACE OF CURB = 6" IN HEIGHT W/ A 1" STROKE w
Wm 12 I CCESS D OR w J 47.
B. 51 - 150 FROM THE BUILDING TO THE FACE OF CURB = 1011
IN HEIGHT W/ A 1-1/211
STROKE. V z w
22-SCES - C. 151' FROM THE BUILDING TO THE FACE OF THE CURB = 16" IN HEIGHT W/ A 2" STROKE z O r'-- p
11. A< O R PA\I w ¢ 48 -.., O) 5. THIS PROJECT SHALL BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC FIRE SPRINKLER � � w � � v
F ILI _ z SYSTEM PURSUANT TO SECTION 903.3.1 .1 (NFPA 13) THIS WILL BE A DEFERRED SUBMITTAL DIRECTLY TO } Q m z
o_ co6 86 F 49. THE CVFD FIRE PREVENTION DIVISION LOCATED AT 276 FOURTH AVE. BLDG C B-143 CHULA VISTA, CA LuO w
cn 10. C'7 91910 ►i.i o
W I ACC SS DOOR J ~ I (Y
PACES 5 (TYPICAL) 6. A FIRE CONTROL ROOM DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CVFD STANDARD DETAIL v
CC GO L151 R A\IR A\GI 450 Q. F I 24'-4" (n LLIGHT PO OCATO E SHALL BE PROVIDE THAT HAS A DOOR DIRECTLY ACCESSIBLE FROM THE EXTERIOR OF THE BUILDING. THIS
_ , — r ROOM WILL HOUSE THE FIRE SPRINKLER SYSTEM, RISER AND THE FIRE ALARM CONTROL PANEL ONLY.
-° 0 T — 4051 1 7. THIS PROJECT SHALL BE PROTECTED THROUGHOUT BY AN APPROVED ALARM SYSTEM. THIS WILL BE A
PROPOSED CON RETE -j
r U- T I PARKING AREA & DEFERRED SUBMITTAL DIRECTLY TO THE CVFD FIRE PREVENTION DIVISION LOCATED AT 276 FOURTH AVE.
PROPOSED CONC. I 52. BLDG C B-143 CHULA VISTA, CA 91910
CCESS OR DRIVEWAY J 8. THE SPRAY BOOTH SHALL BE PROTECTED BY AN APPROVED FIRE SUPPRESSION SYSTEM. THIS WILL BE
WALKWAY VAN 7 �� " ("NO INTEGRAL COLOR")
(BROOM FINISH) LIG ICP' CE I 53'-4" U) 53 A DEFERRED SUBMITTAL DIRECTLY TO THE CVFD FIRE PREVENTION DIVISION LOCATED AT 276 FOURTH AVE.
P POSED 12'x21LOCATI — — — BLDG C B-143 CHULA VISTA, CA 91910
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PROPSED CONIC. ONE WAY. LOCATION - - - - - - - - - - - - - - - - - LINE RE LANE_ c
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AUTO PARK PLACE SCALE 1 " = 20'-0"
A-2 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBILITY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
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ACCESSIBLE
LANDING
15'-5" 144'-7" 15'-1"
9'_6"
ACCESSIBLE 5'-4" Ln
LANDING
3' 3' 2' 3' 2" 3' 73'-1" 11'_1" 22' 3' 22' 3' 22' 3' 22' 3' 22' 11'_6" 2'9" 3' 2' 3 2" 3' 3' 29'_4"
3V/V2' - 220140 220140 220140 220140 220140 3V/V 2
FOR WINDOW COUNT AND � — — � � — — — � � — — � � � � �
FOR WINDOW COUNT AND
SIZE SEE ELEVATIONS w ROLL-UP DOOR FOR VEHICLE ACCESS w w ROLL-UP DOOR FOR VEHICLE ACCESS w w ROLL-UP DOOR FOR VEHICLE ACCESS w w ROLL-UP DOOR FOR VEHICLE ACCESS w w ROLL-UP DOOR FOR VEHICLE ACCESS w SIZE SEE ELEVATIONS op
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ED AUTO REPAIR 306aol o6,186 SQ. FT. NOTE:
NO WELDING, NO GRINDING OR MACHINE WORK AT THIS FACILITY BATH BATHNO HAZARDOUS MATERIALS STORED AT THIS FACILITY
NO OPEN OR CLOSED CONTAINER SYSTEM ON SITE
3
PROPOSED AUTO REPAIR FACILITY
= ACCESSIBLE
in LANDING
NO COMMON ACCESS BETWEEN AUTO REPAIR FACILITY AND COLLISION REPAIR FACILITY 5'
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175'-1"
PROP05ED EXTERIOR WALL5
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FLOOR PLAN
SCALE 1/8" = 1'-0"
A-3 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBILITY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
COLOR NOTES :
DOORS AND ROOF: HIGH GLOSS WHITE
VERTICAL STEEL SIDING PANELS: METALLIC FUSION r-
HORIZONTAL STEEL SIDING PANELS & TRIM: WEATHER ZINC
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A-4 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBIL TY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
COLOR NOTES :
DOORS AND ROOF: HIGH GLOSS WHITE
VERTICAL STEEL SIDING PANELS: METALLIC FUSION r-
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METAL SIDING PANELS z
28- 6 FX SLRS
1 -3036 F TORE 18-3 FX ST 18- 6 FX S RE 2-3036 STOR 1 3036F: TORE 18-30 FX ST W w
FR WIND ❑ ONT DOWS FRO WIND FR ITWINE WS RONT NDOW ONT W OWS FRON IND w
ALUM. STORE FRONT
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 18'WIDEx14'TALL ❑ ❑ ❑ GLAZING W lL t7 1z)
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METAL SIDING PANELS � v
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STRUCTURAL STEEL COLUMN 7
STRUCTURAL STEEL COLUMN LU
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SOUTH ELEVATION Q Q
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2:12 ROOF PITCH O
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GLAZING � � •�
10- HUI
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METAL ROOF PANELS
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WINDS ❑ FRO WINDO ❑ - 0
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NO ACCESS DOOR N w
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METAL SIDING PANELS ❑ . ❑ LILI
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WEST ELEVATION
SCALE 1/8" = 1 '-0"
A-5 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBILITY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
70 SQ. INCH
CLEAR LEVEL SIGN ACCESSBILTY
- - - - - - — LANDING AREA
Signs required to contain an ISA,Van
11-611 I Accessible and Minimum Fine sign for Ln
I Van stalls and an ISA and Minimummum Fine Ln
$250 for the standard stall.If signs are pole S
WHEEL STOP mounted along the accessible route they
must provide 80"minimum AFF.The signs 3 ACCESSIBLE
PARKING must be reflective and 10 square inches.
ONLY PATH OF TRAVEL
VAN
ACCESSIBLE
LOADING AND UNLOADING ACCESS MINIMUM FINE$250.00
° BOARDER PAINTED BLUE
SHALL BE LOCATED 50 THAT IT 15 V151BLE 5' u Ll u Ll u Ll u
TO A TRAFFIC, ENFORCEMENT OFFICER STRIPES @a 36" O.C. u Ll Ll u Ll Ll u Ll Ll u Ll I
Ll
WHEN A VEHIGLE 15 PROPERLY PARKED MAXIMUM ON CENTER j Ll u Ll u Ll u Ll u
IN THE 5PAGE PAINTED IN A COLOR j Ll u Ll u Ll u Ll u w
CONTRASTING WITH _ Ll u L u L-1 u L-1 u
2� I TYPICAL 12 THE PAVEMENT o j Ll Ll Ll Ll Ll Ll Ll Ll
u u u u TO BE IN5TA LED AT
PAVEMENT r-3
SURFACE PREFERABLY C z L L L Ll EA. SIDE ALL N
SYMBOL NO PARKING WHITE OR BLUE u Ll u Ll u Ll u R
LJ Ll Ll Ll C�
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�ICLEAR LEVEL �, a u u w � M
LANDING AREA BLUE BACKG OUND NOTE: TRUNCATED DOMES Q 0
— — — — , APPROVED
— — — — — — Disabled parking spaces are
05A/AG DOMES
required to be a minimum 16 feet
long but the difference is now in
WHITE WHEELGHIAR the parking space width. Standard
DOOR LANDING REQUIREMENTS & OCCUPANT parking is q feet wide and Van stall
width is now 12 feet wide. Both TRUNCATED DOME S
types of disabled parking stalls
can now provide only a 5-foot wide
WITHIN THE LOADING passenger side access aisle.
& UNLOADING ACCESS z
ASLE PAINT THE WORDS Disabled Van parking spaces w
"NO PARKING" IN 12" HIGH require that one in every six spaces ACCESSIBLE PARKING SIGN W
MIN. WHITE LETTERS must be a van parking space. Van w z
parking is permitted to be grouped v �D
together in multi-story parking w w
facilities. LU
ACCESSIBLE PARKING W ° o
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LU Ln
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URINAL(ELONGATED TYPE) �N
1'-6" � I
URINAL PARTITION G�-� I LEVEL LANDING
6�W 001, AREA
P
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N 4'-611
X12 Q.pNGE � m
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1 1-611 I -
3 I 2
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CLEARED FLOOR SPACE Pp,P
o � 2'6"X4'0" LEVEL LANDING O
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o AREA 1'-6" O (�
a ==f====Q(=4
BO DPILES MUST BE
CONTAINED WITHIN THIS S PACE I X LL
FOZ BOWL AND PIPES MUST BE AND PIPES MUST BE 16 2)I F THE PARTITION IS GREATER THAN OR EQUAL TO 2'0"DEEP, - I -�l1
gw LU
CONTAINED WITHIN THIS SPACE URINAL CLEAR FLOOR SPACE MUST BE 3'0"WIDE IF THE }
PARTITI
LL ON IS LESS THAN 1'5"DEEP,URINAL CLEAR FLOOR SPACE
w NOTES: MAYBE 29"W IDE. _
mO 1)DEPENDING ON THE CONFIGURATION OF CLEAR FLOOR SPACE THE 4 O LU
CLEARED FLOOR SPACE MAXIMUM HEIGHT OF THE CONTROLS RANGES FROM 3'8"TO 4'6" -
2'6"X 4'0" 0E AND THE MINIMUM HEIGHT RANGES FROM 9"TO 2' LU
co co
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LOCATION OF ACCESSIBLE FIXTURES AND ACCESSORIES PER ANSI A117.1 � N N O V
NOTES: - O
1)DEPENDING ON THE CONFIGURATION OF CLEAR FLOOR SPACE THE •
MAXIMUM HEIGHT OF THE CONTROLS RANGES FROM 38"TO 4'6" T
AND THE MINIMUM HEIGHT RANGES FROM 9"T02' Z O
LOCATION OF ACCESSIBLE FIXTURES AND ACCESSORIES
LL
PER ANSI A117.1-1998 1 '-6" ~
31-611 W
ACCESSIBLE RESTROOM REQUIREMENTS
DOOR LANDING REQUIREMENTS
� O
TACTILE EXIT 5167N
MOUNTED ON •�
/ 1 LATCH 51DE OF LU
DOOR 2 1 /2" MAX
/ 1 N
DOOR @a 1 :2 SLOPE
1 /4" MAX
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z N Ln
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FLOOR
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DOOR THRESHOLD t1 s
DOOR SIGNAGE
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A-6 OF 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBIL TY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
CERTAINTEED A-1 FLINTLASTIC MODIFIED BITUMEN ROOF
OVERING SYSTE INSTALLED TO MANUFACTURES SPECS
8" Min. Low Permeable Soil Keystone Cap Unit ICC ESR-138822'
ROOF SHTG PER FRAMING NOTES
2x10 RAFT.@ 24"O.G.
r
0
N
6x12 EA.SIDE OF POST
Keystone Standard 8' 2-3/4"GAL V.CARRIAGE BOLTS Ln
WW
/ ASHERS EA.SIDE �
Unit 6x6 POST
N
I
2 4" Unit Drainage Fill
_ 4'k4"STEEL POST FOR GATE
(3/4" Crushed Q I � I %uStandard Elevation T � GMUTRASH ENCLOSURE
Rock or Stone) 0i5
Uj
(Reinforced Soil
Approximate 1/811 - 1 /4
U) 700 �Plee
Limits of 8 w ��h
PER CITY STANDARDS PER CITY STANDARDS
Excavation 1 pq Q
0 0 � o o � o
Retained Soil Finished Grade o
Concrete Driveway /Geogrid is to be Placed on Level W Q
4" Perforated PVC o Backfill and Extended Over the Q
Drainage Tile o*000 Fiberglass Pins. Place Next Unit. DUMPSTER FRONT ELEVATION
Pull Grid Taught and Backfill. Standard Plan
Stake as required. SCALE 1/4" = V-0"
Note: Crushed Stone Grid & Pin Connection Standard Unit
When site conditions require, wrap drainage Leveling Pad Dimensions May vary
tile in 3/411 aggregate and filter fabric with Foundation Soil by Region
drainage composite or aggregate back drain 13' z
system, as directed by geotechnical engineer. z
W
W
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6x6 POST w w
Typical Reinforced Wall Section z mW
4x4 STEEL
Standard Unit - Near Vertical Setback GATE POST z o
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KEYSTONE STANDARD RETAINING WALL SYSTEM I I CMU I I LU C L W
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16' -
6
6'6—SAMPLE DRAWINGS OF ENCLOSURES These drawings are not to scale. They have been resized to fit in this document. < U_ LU
These drawings are not to scale. They have been resized to fit in this document.
These drawings are not to scale. They have been resized to fit in this document. A
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RIGHT SIDE VIEW t ! _1 �
TOP VIEW FRONT SIDE VIEW O V t I^^
iv 6x6 POST o 0 6x6 POST O •
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T 4 I I POST
d I EKING Q
A,51 11REC'�' 'tNG r GATE POST ° _ 8" x 6" WHIEEL CURB cY
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DOOR
PER CITY /I\ 1 T
�--�-•� - a i . {�' ,� REQUIREMENTS .�--.+ �Q m
_EARTH [� t CV CV II II° II v
° y 4 x4 x 3/16 TEE POST 4 x4 x /16 STEEL POST
. . _ ,r:_..:�...•. �. FOR GATE 4 o FOR GATE (INDEPENDEI`
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PER CITY
!!�. +a-• r:'u ..+;..4t° "P' .-. •• r.7r.y-'+•�M1_,b: - REQUIREMENTS METAL GA E ° ° I o ORB K. WALLS) •
(TYP.) PER CV #5211 ° 5'-6"
° DOORS TO BE HUNG ON STEEL POSTS STEEL GATELU
PER CV #521 N Cj
NOTES,
L 8' x E �NT ) CURS ALL AROUND ^TRLIGT4RE 5 HEIGHT
CE RANCE SHOULDO114HAVE 7 (SEVEN)FEET
TD PREVENT )IN FILM FQTTE'JG�+'ALLi: NEIGIIT CLEARANEE s0 TTJAT LsaS MAY OPEN
NOTES I a DOOR HUNG INDEPENDENTLY G V - 6'FDGH STEEL GATE^ tlll1E:i
L 8'X G' WHEEL CURB ALL AROUND STRUCTURE, 3. ENCLOSURE COVERS SHOULD HAVE 7 SEVETD FEET FROM WILLS ON STEEL POST' 7, 4' K 4' x ,�i "-TRUCTURAL STEEL POST'SSI' 1. 8` K 6' WHEEL CURE AJ_ AROUND STRUCTURE. 5. ENCLOSURE COVERS SHOJLD HAVE:7£SEVEPD FEET
TO PREVENT EIN FROM HI•MNG VALL5 HEIGHT (LEPRFfIIUCE ,SO THAT LID,r.MY OPEN 3. DEAD BOLT ANCHOR HOL= FOR BOORS DMEPENBEFt'I`LY FPON WALLS CTYP3 TO PREVENT BSN FROM Hr7ING WALLS HEIGrr t4_EARANCE COTHAT L= HAY OPEN � n
E. DODRS HL£uG INDEPENDENTLY EN THE OPEN AND CLOSED TPL PING, E PROVIDE CANE BOLTS DROPPED INTO SLEEVED
FROM WALLS ON-rmL POSTS fi. 5' - 6' HD3-I STEEL GATES £REGONPtTD7 PL.RT.T[G OR NETPL PIPE Li 6` K L2' SE57 - 70ENdSL TO GRAS BEAN CTYPJ DCS Ill•JG [NBEPENDEhIILY 6. S'-6' HIGH STEEL GATES
7. 4' X 4' K STRUCTURAL STEEL POST SET TO LINE 11-E WHCL D FRO14 VALLS[7d STEEL POSTS � �
3. DEAD SILT ANCHOR HOLES FOR DO[R'." �' R 2' K IG' GRAB BEAM - FASTEN TO POST WITH 7. 4• S7RGCTUMPL STEEL POST SET
[NEX ie' MLT FROM WALLS £TYPHI 3. IN
ERT ANCHOR HOLE,', FOR IlCICC HOLES INTO CONC. BOTH IN OPEN & CLOSED POSITION
4. A CLI)T'W�ELVE-FOOT CONCRETE APROWPAE THAT �. - D THE OPEN AND CLOSED POSITI[TxF IN Y FROM WALLS tTYR!
IhJ THE OPEN AND CLOSED PQ3TIOt.J;. GALVAN� CARRIAGE BCLT"i PPID WASYfFw'CTYP.I
10 LINE THE
PLRS7DG NETRL P]PE 8. 6' K ]E' Jtl>"ST'- TOENAIL TO 43�4B BEAM (TYP.I G'�'TL�++*"HE ENCLOSURE
Y OR HE TCN E[TNER tRECOMMEND PLASTIC OR METAL PIPE 8. 6' x i*c' JOIST - TOENAIL TO GRA8 GERM (TYP,)
TO LINE THE WHOLE7 ETID OF THE ENCLOSURE FOR 71£113JGK TO PARK L0. ALL PF7>711TS AND PLANS MUST BE rL18M[T1ED v
I �
9. a' K 141' GRAB IIEAM- FASTEN TO POST W]TH A.". IT PICIC•i LP THE CONfdINEIY". TO GTTT FOR APPROY`AL. TO LINE THE WHOLEI 9. 2' TC 30' c" HE�4M - FASTEN TO POST WITH �
4, A (10 TWELVE:41I0T CONC2ETE APRON(PAD THAT ll' GALVANIZES CARRLAGE BOLTS AND VASHERS CTAP.) 4. A SIPS TWELVE-FOOT CONCRETE APRONIPAD THAT �^ GALVANEZED CARRIAGE BOLTS AND VA5HER5 CTYPJ ° � Ln
EKTENDS APPROXIMATELY TWtl FEET ON E1T}f7C J7fiAJdPd 8Y F3RfPARLD 8} EfiTEUDG dPPR[DtINATFLY TWO FEET ON EIt}JE2
ENO Or THE ENCLOGL.P.E FLA? THE TRUCK TO PARK J6 ALL PERMITS AMS PLANS MUST DE SUBNrrmn A[JMN C $,QN PEDRO ��� CITY OF CHULAL VISTA PO�*g'N r. SAN PEORO END OF THE ENCLEI.URE FOR THE TRUCK TO PPW SG, ALL PERMITS AND PLANE MUST BE SUBMITTEO I D is
AS IT PICKS UP THE CONTAINER'S TO CITY FOR PPP'ROVAL AS IT PICKS UP THE CONTAINERS TO CITY FOL APPROVAL
DRRAVA 3r: >3nt PREPARM 9Y.- r°i�'04 OF 3.94rs SAMPLE TRASH ENCLOSURE �SOA DRAW er PR AR
POMV a AN rEWO CITY OF CHULA VISTA ,HOMY � VN O 1'= 5' ��� �' �,� O
�,� � ��'>�a CITY OF CHULA VISTA ,� �
aa� SAMPLE TRASH ENCLOSURE apPRDt ert SAMPLE TRASH ENCLOSURE APPRMED R14
-
r-I�-O�t OF J srirs scan.' r+= s' w&T MONEVA
24'
� s
15
276 Fourth Ave DUMPSTER ENCLOSURE FLOOR PLAN
Chula Vista,CA 91910
AAA.ahuiavistaca.aov SCALE 1/4" = V-0" •�
CHULA VISTA DOCUMENT #5211 SEE CHULA VISTA TRASH ENCLOUSER DOCUMENT #5211
CONCRETE TO BE DRIVEN OVER BY TRASH AND RECYCLING TRUCKS TO
PROVIDE SERVICE IS ENGINEERED TO WITHSTAND THE WEIGHT MULTIPLE
WEEKLY TRIPS BY POTENTIALLY FULLY LOADED TRUCKS A'7 of 13
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBILITY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.
3" x 3" x 3/16" STEEL P05T5 @ 5' 0.C,.
3/4" x 3/4" 16 GA. HORTZ. MEMBERS W/4" MAX 5PAGING
0
N
2" x 2" x 3/16" 5Q. 5TEEL TOP RAIL
0
Ln
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GONG. DRIVEVIAY
. . W
N
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FRONT FENCE / RAILING AT UPPER WALL DETAIL Q o
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6- 6 FX S RE 6-3 6 FX S RE 6-3 6 FX S RE RE coWS FR TWIN WS FR T WIN WS LIE] WS ILL
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
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28- 6 FTDS
1 -3036 F TORE DEU
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2-3036 STOR 1 3036 F TORE 18-30 FX ST O ■
FR W ❑ ONT DOWS RONT NDOW ONT W OWS FRON IND�]"
COQ
o ILI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 18'WIDEx14'TALL ❑H
48" WROUGHT IRON FENCE < LLBLACK IN COLOR Lu
48" WROUGHT IRON FENCE >--BLACK IN COLOR ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q Lu}
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EXISTING DRIVEWAY NO CHANGE
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BIOFILTRATION BASIN EXIST. CONC. DRIVEWAY NO CHANGE
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SCALE 1/8" = 1 '-0"
Ln
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TRASH ENCLOSURE PER CITY STANDARDS
EXISTING GRADE LINE L
bo
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0
FINISH PARKING LOT LEVEL
REAR RETAINING WALL ELEVATION
SCALE 1/8" = 1 '-0"
IT IS THE OWNERS RESPONSIBILITY TO FIELD VERIFY ALL PAGES OF THESE DRAWINGS PRIOR TO STARTING CONSTRUCTION. IF THE OWNER FAILS TO FIELD VERIFY THESE DRAWINGS WITH ALL SITE CONDITIONS AND BEGINS CONSTRUCTION HE/SHE TAKES FULL RESPONSIBILITY FOR THE DRAWINGS BEING CORRECT AND APPROVED BY THE OWNER. THE DESIGNER SHALL TAKE ZERO RESPONSIBILITY FOR ANY JOB COSTS DO TO THE
OWNER FAILING TO FIELD VERIFY THE APPROVED PLANS. THE OWNER SHALL SIGN EACH SHEET OF THE APPROVED PLANS AND EMAIL THE SIGN PLANS TO THE DESIGNER PRIOR TO STARTING CONSTRUCTION.