AREA OF WORKSUITE 2403
STAGECOACH ROAD
PETERSON AVE.
92' - 0 1/8" 124' - 8"
216' - 8 1/8"
20' - 0" 4' - 5"
(E) TOP OF
CURB
NOT PA
RT OF PERMIT
(E) PARKING
1.7 1.6 1.10
1.11 1.15
1.13 1.14
1.6 1.8
PL
PL
(E) RAM
PS
2.1 2.2
10.14 10.15
10.16 26.13
1 2 3 4 5 6 7 8 9 10 11 12 13
(1) VAN ACCESSIBLE
PARKIN
G SPACE
(CBC 1109.A.8.6)
33.4 SUITE
2401
TYP.
9' - 0
"
PL
PL
1.8 1.8
9' - 0"
22 20
21 19
14 15 16 17 18
1.17 282726252423
LINE SHOWING PREVIOUSE
PLANTI
NG EDGE
3029 3231 3433 3635 3837 4039 4241 4443 4645 47
29' - 0 7/16"
C
LR. DRIVEW
AY
25' - 0"
LINE SHOWING PREVIOUSE
PLANTI
NG EDGE
23' - 0"
PROPOSED NEW PARKING
STALLS
LINE SHOWING PREVIOUSE
PLANTI
NG EDGE
(E) PLANTING
(E) PAVING
ACCESSIBLE PATH OF TRAVEL
STAGECOACH ROAD
PETERSON AVE.
PL
PL
PL
AREA OF WORK
TOTAL
STALLS: 47
TOTAL ACCESSIBLE STALLS:
1 1 (VAN ACCESSIBLE)
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR THE PROJECT PRIOR TO
COMMENCING WORK AND REPORT ANY DISCREPANCIES, INCONSISTENCIES ERRORS, OMISSIONS, AMBIGUITIES AND/OR CONFLICTS TO THE DESIGN TEAM.
2. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE AND INSTALL & CONNECT ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK.
3. GENERAL CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE DAILY ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY ALL ON-SITE OPERATIONS. AT THE COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL CLEAN ALL GLASS, WALLS, AND DOOR SURFACES, VACUUM ALL FLOOR SURFACES, AND LEAVE THE SITE "BROOM CLEAN." THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR CLEANING THE EXTERIOR OF THE EXISTING WINDOWS.
4. GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND THE DESIGN TEAM. FOR ALL SHUTDOWNS IN ADVANCE, AS REQUIRED. GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER FOR PARKING AND DELIVERY PROCEDURES.
5. PROVIDE BARRICADES AROUND ALL NEW AND EXISTING OPENINGS WHERE REQUIRED OR NECESSARY FOR SAFETY PER CAL. OSHA REQUIREMENTS.
6. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY UTILITIES (POWER, LIGHTING, WATER AND
RESTROOM FACILITIES) TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES, INCLUDINGTHOSE NOT SUBCONTRACTED TO THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS FOR EQUIPMENT ROUGH-IN REQUIREMENTS.
7. IT WILL BE ASSUMED THAT SITE INSPECTION HAS BEEN MADE AND THAT THE CONTRACTOR IS SATISFIED AS TO EXISTING CONDITIONS PRIOR TO SUBMITTING ANY BID. NO CLAIM FOR EXTRA PAYMENTS WILL BE ALLOWED ON THE BASIS OF A LACK OF KNOWLEDGE OF EXISTING CONDITIONS AND OF PROBLEMS ARISING THEREFROM.
8. THE ACCESSIBLE ROUTE TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-402.2.
RETAIL TYPE
DISPENSARY
TOTAL GROSS
AREA (SF)
9257 SF
PARKING
LOAD FACTOR
250
TOTAL PARKING
SPACES
38 REVISIONS
Issue D
ate Scale
No. Date
HE
LEO + PROJECT #
URBN LEAF
STAGECOACH
01 TENANT IMPROVEMENT
PROJECT ADDRESS:
2401 ST
AGECOACH ROAD
STOCKTON, CA. 95215
© HELEO +
Descri
ption
4 3 2 15
C
D
B
A
8/15/18B
UILDING PERMIT SUBMITTAL
APN: 173-320-18
2250 INDIA ST. #210
SAN DIEGO, CA 92101
T: 619.666.0790
As indicated1/17/2019
3:37:48 PM
SITE PLAN &
ACCESS
PLAN
A000
1801
1/16" = 1'-0" 1SITE PL AN_SITE PLAN
LEGEND
SITE N
OTES
KEY MAP PLAN
KEYNOTES
1.6 (E) PLANTING
1.7 (E) TRASH AREA
1.8 (E) DRIVEWAY
1.10 PROPOSED ADA SIGN
1.11 PROPOSED ACCESSIBLE VAN PARKING SPACE
1.13 PROPOSED ADA STRIPING PAINT BLUE
1.14 ACCESSIBLE PATH OF TRAVEL
1.15 SYMBOL
1.17 TACTILE WARNING SURFACE
2.1 (E) WATER METER
2.2 (E) WATER VALVE
10.14 STOP SIGN
10.15 MAILBOX
10.16 PARKING SIGNAGE
26.13 (E) STREET LAMP
26.14 (N) EXTERIOR WALL SCONCE
26.15 (E) EXTERIOR WALL SCONCE
33.4 ELECTRIC METERS
PARKING COUNT
PARKING MATRIX
NO
PARKING
Attachment C