Site Plan

Project Data
Applicant:
SAFEWAY STORE #1637
Tim Nielsen, Architect
A.P.N. 140-47-381A
Phone: 480-797-7548
W Email: trn.arch@gmail.com CO.
N 89° 45' 39" E
70.00' W W W W Farnsworth Construction Co.
4447 E. Broadway Rd. Suite 109
S W 109
EXISTING APPROX. LOCATION OF Mesa, AZ 85206
DRIVE AISLE
E EXISTING 8" DIP WATER LINE
04" TO REMAIN
APPROX. LOCATION OF EXISTING PARKING LOT ISLAND AND CURBING Suite
00' 15.00' EXISTING 6" SEWER -TO BE MODIFIED P.U.E. Owner:
0° LINE TO REMAIN STONEBRIDGE 2 LLC CONSTRUCTION 85206
S EXISTING LIGHT POLE & AREA LIGHT 20'
N 89° 45' 39" E c/o ARIZONA PARTNERS
EXIST'G CURB TO REMAIN TO REMAIN W Rd.,
195.91' 8300 N HAYDEN RD STE A200
S SCOTTSDALE AZ USA 85258
Arizona
'EXIT ONLY' SIGNS
'OIL SERVICE' DIRECTIONAL SIGN Michael Stapley
15' EXIST'G CURB TO REMAIN Broadway
1530 S. Gilbert Rd.
-
NEW 3' CMU SCREEN WALL 0" Mesa, AZ 85204
TO MATCH EXISTING W
EXISTING SEWER LINE STRIPED LOADING ZONE Mesa,
EXISTING MONUMENT SIGN- (2) TO BE UTILIZED Project Location: E.
TO REMAIN 15'-0" BLDG SETBACK 6" 1129 S. Val Vista Dr.
S -
Mesa, AZ 85206 FARNSWORTH
11' 4447
NEW TRASH ENCLOSURES
45' - 6" -PER CoM DETAIL M1101.1
Parcel Numbers:
DR.
EXIST'G HEAD WALL- A5.0 W APN 140-47-381B
0"
TO REMAIN NEW CURB - 6' - 0" 6' - 0" 25' - 0"
1 0" 5' 0"
- - Project Narrative:
SETBACK 40' - 0" 10' 0" 10' SETBACK Site plan review for a proposed
0" S - UP
BIKE LOOP - 5' retail Oil Change facility
4' NEW CURB
0"
BLDG - 10' - 0" BLDG
0" 13' - 0" 3' 0" W Case Numbers:
0"
- - - PRS25-00652
15'-0" 6' 8' 15'-0"
10'
VISTA Existing Zoning:
(4)
Limited Commercial (LC)
15' - 0" E S.E.S. 4' - 6" 0"
- THIS PROJECT SITE
8'
A.P.N. 140-47-381B W Site Area:
19,685 S.F. (0.45AC)
A5.0 4 0" 0" 2 A5.0
- - 0" S
25' E 20' - 0° Construction Type:
36' - 6" 9' V-B
0" 101.23' 19'
6" -
- 12' 04" for:
NEW 3' CMU 51' E W Occupancy Group:
VAL NEW PARKING AREA NEW LOCATION FOR Dr.
SCREEN WALL 0" B
RELOCATED LIGHT POLE
TO MATCH E - Facility
9' AND AREA LIGHT
EXISTING
Building Height:
13' - 0" 0" 10' - 0" 23'-0" (30'-0" allowable)
-
1' CONTROLLED 10' NEW CURB
VEHICULAR ACCESS 0" 0" Building Area: Vista
EASEMENT E - - W
S. 51' - 6" 4' 9' New Main Floor: 2,200 S.F.
40' - 0" 0" 17' - 6" Arizona
New Pit Area: 1,156 S.F.
-
4' 0" Total: 3,356 S.F.
EXIST'G HEAD WALL- - Development
TO REMAIN 0" (36,000 S.F. allowable)
SETBACK 11' -
E 8' Val
3 Setbacks Required:
S 89° 59' 56" W BLDG W Front: 15'
5.00' A5.0
Side / Rear: 15'
15'-0" 15'-0" BLDG SETBACK Change S.
E 'OIL SERVICE' Parking Required: Mesa,
NEW ACCESSIBLE PATH STRIPING ENTRANCE SIGN Drive-Through Lubrication Shops
W EXISTING 0" TO EXISTING S/W
- (1/375)
04" SCREEN WALL- 15'
TO REMAIN APPROX. LOCATION OF W 2,200/ 375 = 6 spaces
00' 11.62' 0" S 89° 44' 24" W EXISTING 8" DIP WATER LINE New 1129
0° E - 191.47' TO REMAIN
31' Parking Provided:
N
6 spaces
EXISTING. S/W,
CURB & GUTTER NEW CURB A
NEW ELEC SERVICE- Bicycle Parking Required (1:10 Oil
ACCESS EASEMENT
CONNECT TO EXISTING E E W parking spaces)
PER MCR# 2000-0374836
TRANSFORMER 1 space
EXIST'G STANDPIPE- Bicycle Parking Provided:
E
TO REMAIN UP 2 spaces
EXISTING CURB W
E TO REMAIN EXISTING CURB TO REMAIN
W W W
NEW
RAMP
SAFEWAY STORE #1637 EXISTING FIRE HYDRANT
E A.P.N. 140-47-379
NEW ACCESSIBLE
PATH TO R/W
E R E D A R C
I S T T I F I C A T E H I T
NEW SEWER LINE E E G E R N O E
E C . C
& NEW SEWER TAP NEW SEWER LINE R 12140 T
CONNECT TO TO NEW SEWER TAP TIM R.
EXISTING SEWER IN R/W D NIELSEN
27' - 6" a t 09-25-26
e
NEW CLEAN OUT HERE A R S i g n e d A .
E I Z O N U . S .
S S S S S S A ,
S
EXISTING. S/W
E
APPROX. LOCATION OF Job #: 25-000385
S EXISTING 6" SEWER
LINE TO REMAIN
Date: 09-25-26
E
EXISTING ELEC.
TRANSFORMER Rev:
S
N
PM
2:41:22
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF Site Plan A1.0
TIM R. NIELSEN, ARCHITECT, AND SHALL REMAIN HIS PROPERTY. THE USE
OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH 1 : 10' 9/25/2026
IT WAS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH
USE, REUSE, OR REPRODUCTION. PUBLICATION BY ANY METHOD IN WHOLE OR
PART IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT.