Planned Area Development (PAD)- A document that determines quantity of parking, the height and density of buildings, and the percentage of our land area that's greenspace.

1. .............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
AR IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
SHEET
JOB NUMBER
SCALE (VERT.)
DATE
SCALE (HORIZ.)
10/14/2019
184931
10/14
/19
DS190065 PAD190003 REC19069
REC19069PAD190003DS190065
EASTLINE LAND VENTURES, LLC
7600 E. DOUBLE TREE RANCH ROAD #300
SCOTTSDALE, ARIZONA 85258
CONTACT: ERIC CARLSON
PHONE: (480) 367-7000
N/A
N/A
N.T.S.
S.PRICERD/LOOP101
S.McCLINTOCKDR
E. UNIVERSITY DR
E. BROADWAY RD
E. APACHE BLVD
SOUTHERN PACIFIC RAILROAD
RIVERRD
SMITHRD
E. WILDERMUTH AVE
BY:
SIGNATURE DATE
ITS: MANAGER/OWNER/PRESIDENT etc.
ON THIS __________ DAY OF _____________________, 20____ BEFORE ME, THE
UNDERSIGNED, PERSONALLY APPEARED ____________, OWNER, WHO ACKNOWLEDGED
HIM/HERSELF TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE INSTRUMENT
WITHIN, AND WHO EXECUTED THE FOREGOING INSTRUMENT FOR THE PURPOSES
THEREIN CONTAINED.
BY:
NOTARY PUBLIC MY COMMISSION EXPIRES
IN WITNESS WHEREOF; I HEREUNTO SET MY HAND AND OFFICIAL SEAL
APPROVED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF TEMPE ON THIS
_______DAY OF ______________________________, 20__.
PL160097
PORTIONS OF LOTS 13 THROUGH 24, TRACT C AND TRACT D, BUENA PARK PLAT 2, RECORDED IN BOOK
33, PAGE 38, MARICOPA COUNTY RECORDS (M.C.R.) AND LOTS 1 AND 2, DRAGO ESTATES, RECORDED IN
BOOK 686, PAGE 45, M.C.R., LYING WITHIN THE SOUTHEAST QUARTER OF SECTION 24, TOWNSHIP 1
NORTH, RANGE 4 EAST, OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF RIVER DRIVE AND WILDERMUTH DRIVE, A 3/4-INCH IRON PIPE
WITH NO IDENTIFICATION, FROM WHICH THE INTERSECTION OF CLARK DRIVE AND WILDERMUTH DRIVE,
A 3-INCH CITY OF TEMPE BRASS CAP FLUSH, BEARS SOUTH 89°57'40'' WEST (BASIS OF BEARING), A
DISTANCE OF 955.10 FEET;
THENCE ALONG THE CENTERLINE OF SAID WILDERMUTH DRIVE, SOUTH 89°57'40'' WEST, A DISTANCE OF
237.95 FEET;
THENCE LEAVING SAID CENTERLINE, NORTH 00°02'20” WEST, A DISTANCE OF 30.00 FEET, TO THE NORTH
RIGHT-OF-WAY LINE OF WILDERMUTH DRIVE AND THE POINT OF BEGINNING;
THENCE ALONG SAID NORTH RIGHT-OF-WAY LINE, SOUTH 89°57'40" WEST, A DISTANCE OF 1,071.12 FEET,
TO THE WEST LINE OF SAID BUENA PARK PLAT 2;
THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, ALONG SAID WEST LINE, NORTH 00°08'18" EAST, A
DISTANCE OF 575.24 FEET, TO THE SOUTH RIGHT-OF-WAY LINE OF APACHE BOULEVARD;
THENCE LEAVING SAID WEST LINE, ALONG SAID SOUTH RIGHT-OF-WAY LINE, NORTH 89°53'33" EAST, A
DISTANCE OF 22.03 FEET;
THENCE NORTH 89°54'59" EAST, A DISTANCE OF 236.64 FEET;
THENCE NORTH 45°01'04" EAST, A DISTANCE OF 2.85 FEET, TO THE SOUTH LINE OF THE NORTH 55 FEET
OF SAID SOUTHEAST QUARTER;
THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE, ALONG SAID SOUTH LINE, NORTH 89°56'34" EAST, A
DISTANCE OF 639.69 FEET, TO THE SOUTH RIGHT-OF-WAY LINE OF SAID APACHE BOULEVARD;
THENCE LEAVING SAID SOUTH LINE, ALONG SAID SOUTH RIGHT-OF-WAY LINE, SOUTH 87°44'45" EAST, A
DISTANCE OF 113.50 FEET;
THENCE NORTH 89°55'59" EAST, A DISTANCE OF 253.54 FEET;
THENCE SOUTH 50°05'30" EAST, A DISTANCE OF 15.16 FEET, TO THE WEST RIGHT-OF-WAY LINE OF SAID
RIVER DRIVE;
THENCE LEAVING SAID SOUTH RIGHT-OF-WAY LINE, ALONG SAID WEST RIGHT-OF-WAY LINE, SOUTH
00°07'15" WEST, A DISTANCE OF 280.80 FEET, TO THE NORTHEAST CORNER OF SAID TRACT C;
THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE, ALONG THE NORTH LINE OF SAID TRACT C, SOUTH
89°56'46" WEST, A DISTANCE OF 208.02 FEET, TO THE NORTHEAST CORNER OF THAT CERTAIN PARCEL
OF LAND DESCRIBED IN DOCUMENT 2018-0207738, M.C.R.;
THENCE LEAVING SAID NORTH LINE, ALONG THE EAST LINE OF SAID CERTAIN PARCEL OF LAND, SOUTH
00°07'24" WEST, A DISTANCE OF 282.66 FEET, TO THE POINT OF BEGINNING.
CONTAINING 677,901 SQUARE FEET OR 15.5625 ACRES, MORE OR LESS.
SUBJECT TO EXISTING RIGHT-OF-WAYS AND EASEMENTS.
THIS PARCEL DESCRIPTION IS BASED ON THE FINAL PLAT FOR BUENA PARK PLAT 2, RECORDED IN BOOK
33, PAGE 38, M.C.R. AND OTHER CLIENT PROVIDED INFORMATION. THIS PARCEL DESCRIPTION IS
LOCATED WITHIN AN AREA SURVEYED BY WOOD, PATEL & ASSOCIATES, INC. DURING THE MONTH OF
MARCH, 2019. ANY MONUMENTATION NOTED IN THIS PARCEL DESCRIPTION IS WITHIN ACCEPTABLE
TOLERANCE (AS DEFINED IN ARIZONA BOUNDARY SURVEY MINIMUM STANDARDS DATED 02/14/2002) OF
SAID POSITIONS BASED ON SAID SURVEY.
AUGUST 23,2016
EASTLINE LAND VENTURES, LLC
PROJECT DATA
MU-4 PAD TOD Table 5-611 B
PAD Proposed
GENERAL PLAN LAND USE Mixed-Use
GENERAL PLAN DENSITY (DU/Ac) Up to 65
SITE AREA GROSS 680,788 SF / 15.63 Ac
SITE AREA NET 677,901 SF / 15.56 Ac
DWELLING QUANTITY 636 DU
BEDROOM QUANTITY 786
DENSITY 41 DU/Ac
BUILDING HEIGHT 55 ft max
BUILDING LOT COVERAGE 75% max (37% proposed)
SITE LANDSCAPE COVERAGE 25% min (56% proposed)
BUILDING SETBACKS a
FRONT (APACHE BLVD.) 0 ft Min / 20 ft Max Typ (26' for up to 25%)
SIDE (RIVER DR.) 0 ft Min / 20 ft Max
REAR (WILDERMUTH AVE.) 0 ft Min / 20 ft Max
SIDE (WEST PROPERTY LINE) 10 ft Min
STREET SIDE - PARKING AND MANEUVERING 20 ft
VEHICLE PARKING QUANTITY
RESIDENTIAL
1 Bedroom (456 units / 456 bedrooms) 0 (0 SP/Bedroom)
2 Bedroom (134 units / 268 bedrooms) 0 (0 SP/Bedroom)
3 Bedroom (8 units / 24 bedrooms) 0 (0 SP/Bedroom)
Live-Work 1 Bedroom (38 units/ 38 bedrooms) Calculated in Live-Work Office below
Guest (636 units) 63.6 (0.1 SP/Unit)
TOTAL RESIDENTIAL REQUIRED 64
COMMERCIAL
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) (indoor) /
(8,390 SF total) 6.8 (Waived 1st 5,000 SF, 1 SP / 500 SF)
Restaurant / Café / Bar (outdoor seating) (3,216 SF)
Gym / Yoga (7,812 SF) Not Applicable_Amenity
Office (6,191 SF) / Retail (12,122 SF) / Live-Work (10,922 SF) / (29,235
SF total) 48.5 (Waived 1st 5,000 SF, 1 SP / 500 SF)
TOTAL COMMERCIAL REQUIRED 55
VEHICLE PARKING QUANTITY PROVIDED 152
SUPPLEMENTAL VEHICULAR PARKING 16 Delivery + 14 Rideshare + 19 Carshare
BICYCLE PARKING QUANTITY
RESIDENTIAL (.75 SP/ 1-2 Bed) (1 SP/3-4 Bed)
1 Bedroom (456 units) 342.0 (0.75 SP/Unit)
2 Bedroom (134 units) 100.5 (0.75 SP/Unit)
3 Bedroom (8 units) 8.0 (1.00 SP/Unit)
Live-Work 1 Bedroom (38 units) 28.5 (0.75 SP/Unit)
Guest (636 units) 127.2 (0.20 SP/Unit)
TOTAL RESIDENTIAL 606
COMMERCIAL
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) / (8,390 SF
total) 16.8 (1 SP / 500 SF)
Office (6,191 SF) / Retail (12,122 SF) / (18,313 SF total) 2.4 (1 SP / 7500 SF)
Live-Work (10,922 SF) 1.5 (1 SP / 7500 SF)
TOTAL COMMERCIAL 21
BICYCLE PARKING QUANTITY PROVIDED 627
USES (Building Areas) (SF) 537,567
Residential (includes LiveWork units) 480,331
Residential Amentiy (not open to general public use) 23,544
Storage & Utility 6,989
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) 8,390
Office (6,191 SF) / Retail (12,122 SF) (excludes LiveWork, included in
residential above) 18,313
Total Commercial 26,703
a
This PAD defines the front property line as Apache Blvd., not River Dr.

2. N/A
N/A
.............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
AR IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
SHEET
JOB NUMBER
SCALE (VERT.)
DATE
SCALE (HORIZ.)
10/14/2019
184931
10/14
/19
DS190065 PAD190003 REC19069
REC19069PAD190003DS190065
ZONING DISTRICT(S) AND OVERLAY(S) R-4 R-4 / TOD CSS / TOD Exisitng Approved PAD PAD Proposed
Table 4-202B Table 5-610A Table 5-611A
Multi-Family Multi-Family Commercial MU-4 / TOD / PAD MU-4 / TOD / PAD
GENERAL PLAN LAND USE Residential Mixed-Use Mixed-Use Mixed-Use Mixed-Use
GENERAL PLAN DENSITY (DU/Ac) Up to 25 Up to 65 Up to 65 Up to 65 Up to 65
SITE AREA - GROSS 13,600 SF / 0.31 Ac 123,275 SF / 2.83 Ac 11,761 SF / .27 Ac 590,673 SF / 13.56 Ac 680,788 SF / 15.63 Ac
SITE AREA - NET 13,600 SF / 0.31 Ac 108,610 SF / 2.49 Ac 11,761 SF / .27 Ac 590,673 SF / 13.56 Ac 677,901 SF / 15.56 Ac
DWELLING QUANTITY 698 DU 636 DU
BEDROOM QUANTITY 786
DENSITY (DU/Ac) - GROSS 25 40 25 51 41 DU/Ac
BUILDING HEIGHT 40 ft 60 ft 45 ft 90 ft 55 ft max
BUILDING LOT COVERAGE 60% 75% 75% 75% 75% max (37% proposed)
SITE LANDSCAPE COVERAGE 25% 25% 25% 25% min (56% proposed)
AT GRADE 19.60% 25% min (56% proposed)
AT DECK PARK (2nd Floor) 5.60% Not Applicable
COMBINED 25.50% Not Applicable
BUILDING SETBACKS a
FRONT (APACHE BLVD.) 20 ft 10 ft / 20 ft Max 0 ft / 6 ft Max 0 ft Min / 20 ft Max 0 ft Min / 20 ft Max Typ (26' for up to 25%)
SIDE (RIVER DR.) 10 ft 10 ft 0 ft 0 ft Min / 20 ft Max 0 ft Min / 20 ft Max
REAR (WILDERMUTH AVE.) 10 ft 10 ft 10 ft 0 ft Min / 20 ft Max 0 ft Min / 20 ft Max
SIDE (INTERIOR LOT LINES) 10 ft 5 ft 0 ft 0 ft 0 ft
SIDE (WEST PROPERTY LINE) 10 ft 10 ft 10 ft 10 ft Min 10 ft Min
STREET SIDE - PARKING AND MANEUVERING 20 ft 20 ft 20 ft 20 ft 20 ft
VEHICLE PARKING QUANTITY
RESIDENTIAL
1 Bedroom (456 units / 456 bedrooms) (0.75 SP/Bedroom) 0 (0 SP/Bedroom)
2 Bedroom (134 units / 268 bedrooms) (0.75 SP/Bedroom) 0 (0 SP/Bedroom)
3 Bedroom (8 units / 24 bedrooms) (0.75 SP/Bedroom) 0 (0 SP/Bedroom)
Live-Work 1 Bedroom (38 units/ 38 bedrooms) (0.75 SP/Bedroom) Calculated in Live-Work Office below
Guest (636 units) (0.20 SP/Unit) 63.6 (0.1 SP/Unit)
TOTAL RESIDENTIAL REQUIRED 64
COMMERCIAL
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) (indoor) / (8,390 SF total) (1 SP / 75 SF) 6.8 (Waived 1st 5,000 SF, 1 SP / 500 SF)
Restaurant / Café / Bar (outdoor seating) (3,216 SF)
Gym / Yoga (7,812 SF) (1 SP / 125 SF) Not Applicable_Amenity
Office (6,191 SF) / Retail (12,122 SF) / Live-Work (10,922 SF) / (29,235 SF total) (1 SP / 300 SF) 48.5 (Waived 1st 5,000 SF, 1 SP / 500 SF)
TOTAL COMMERCIAL REQUIRED 55
VEHICLE PARKING QUANTITY PROVIDED 152
SUPPLEMENTAL VEHICULAR PARKING 16 Delivery + 14 Rideshare + 19 Carshare
BICYCLE PARKING QUANTITY
RESIDENTIAL (.75 SP/ 1-2 Bed) (1 SP/3-4 Bed)
1 Bedroom (456 units) (0.75 SP/Unit) 342.0 (0.75 SP/Unit)
2 Bedroom (134 units) (0.75 SP/Unit) 100.5 (0.75 SP/Unit)
3 Bedroom (8 units) (1.00 SP/Unit) 8.0 (1.00 SP/Unit)
Live-Work 1 Bedroom (38 units) (0.75 SP/Unit) 28.5 (0.75 SP/Unit)
Guest (636 units) (0.20 SP/Unit) 127.2 (0.20 SP/Unit)
TOTAL RESIDENTIAL 606
COMMERCIAL
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) / (8,390 SF total) (1 SP / 500 SF) 16.8 (1 SP / 500 SF)
Gym / Yoga (7,812 SF) (1 SP / 2000 SF) Not Applicable
Office (6,191 SF) / Retail (12,122 SF) / (18,313 SF total) (1 SP / 7500 SF) 2.4 (1 SP / 7500 SF)
Live-Work (10,922 SF) 1.5 (1 SP / 7500 SF)
TOTAL COMMERCIAL 38 21
BICYCLE PARKING QUANTITY PROVIDED 736 627
USES (Building Areas) (SF) 1,333,878 SF 537,567
Residential (includes LiveWork units) 954,015 SF 480,331
Residential Amentiy (not open to general public use) 23,544
Gym / Yoga 7,000 SF In the residential amenity portion, not open to public
Parking Garages 289,655 SF None
Storage & Utility 30,742 SF 6,989
Commercial
Restaurant (6,155 SF) / Café (1,047 SF) / Bar (1,188 SF) 11,800 SF 8,390
Office (6,191 SF) / Retail (12,122 SF) (excludes LiveWork, included in residential above) 38,166 SF 18,313
Total Commercial 59,466 26,703
a This PAD defines the front property line as Apache Blvd., not River Dr.

3. 3
3
3944624
1544
1222
4 5
4 5
4
2
5
5
2 4 4
4 4 3
24'
DRIVE WIDTH
24'
DRIVE WIDTH
18'
TYP.
8.5'
TYP.
30'
23'
23'
F/C-C/L
PLAZA
AT APACHE
PARK
PARK
CM1
"COMMERCIAL"
MU5
"MIXED-USE"
MULTI-FAMILY
RESIDENTIAL-
16 BUILDINGS
MU2"MIXED-USE"
MU3
"MIXED-USE"
MULTI-FAMILY
RESIDENTIAL-
14 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
8 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
9 BUILDINGS
MU1"MIXED-USE"
MULTI-FAMILY
RESIDENTIAL-
4 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
5 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
7 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
10 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
12 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
12 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
7 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
8 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
8 BUILDINGSMULTI-FAMILY
RESIDENTIAL-
13 BUILDINGS
MULTI-FAMILY
RESIDENTIAL-
10 BUILDINGSMULTI-FAMILY
RESIDENTIAL-
4 BUILDINGS
AM2
"AMENITY"
MOUNTABLE CURB
TRASH
ENCLOSURES
MU6
"MIXED-USE"
TRAFFIC RATED
PAVERS
DRIVEWAY PER
COT DETAIL T-320
MOUNTABLE CURB
2
3
17.4'
B.S.
11.8'
B.S.
57.1'
EX.R/W
50.0'
EX.R/W
59.5'
EX.R/W
50.0'
EX.R/W
30'
EX. R/W
30'
EX.R/W
10.6'
B.S.
10.6'
B.S.
10.5'
B.S.
10.6'
B.S.
10.6'
B.S.
21.4'
B.S.
8'
B.S.
11'
B.S.
11.1'
B.S.
60.5'
26'
FIRELANE
28.9'
F/C-F/C
28.7'
F/C-F/C
28.8'
F/C-F/C
28.8'
F/C-F/C
20'
FIRELANE
20'
FIRE LANE
20'
FIRE LANE
37.1'
F/C-F/C
11'
F/C-C/L
10.6'
S/W
6'
S/W
21'
8.5'
TYP.
18'
TYP.
20'
FIRELANE
20'
FIRE LANE
20.5'
F/C-C/L
12'
F/C-C/L
20'
FIRELANE
20'
FIRE LANE
20'FIRE LANE
20.5'
F/C-C/L
12'
F/C-C/L
24'
F/C-C/L
12'
F/C-C/L
12'
F/C-C/L
20'
FIRE LANE
20.5'
F/C-C/L
24'
DRIVE WIDTH
6'
S/W
6'
6'
S/W
6'
S/W
8.0'
S/W
8.0'
S/W
24'
DRIVE WIDTH
24'
DRIVE WIDTH
36'
TYP.
24'
DRIVEWIDTH
24'
DRIVEWIDTH
9'
S/W
24.5'
S/W
PROP. 12'
W.E.
PROP. 20' P.U.E.
PROP. 12'
W.E.
PROP.20'
P.U.E.
PROP.20'
P.U.E.
PROP. 12'
W.E.
PROP. 12'
W.E.
PROP.12'
W.E.
PROP. 20'
P.U.E. PROP. 12'W.E.
PROP. 12'
W.E.
PROP. 12'
W.E.
18'
TYP.
8.5'
TYP.
24'
DRIVEWIDTH
9'
S/W
10'
S/W
18'
S/W
20.7'
S/W
DRIVEWAY PER
COT DETAIL T-320PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT PROPOSED
FIRE HYDRANT
PHASE BOUNDARY
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING FIRE
HYDRANT TO
REMAIN
EXISTING FIRE
HYDRANT TO
REMAIN
PROPOSED
FIRE HYDRANT
DRIVEWAY PER
COT DETAIL T-319
DRIVEWAY PER
COT DETAIL T-319
20'
FIRELANE
PROPOSED
SIGNALIZED
PEDESTRIAN
CROSSING
22'
TYP.
8.5'
TYP.
22'
TYP.
8.5'
TYP.
7.5' 7.4' 7.5' 7.5'
78.6'
B.S.
77.7'
B.S.
204.2'
B.S.
80.6'
B.S.
54.2'
40.2'
30'
EX. R/W
18'
16.4'
20'
19.9'
13.5'
10'
11.5'
10.1'
10.8'
17.6'
20.0'
18.4'
17.6'
12.5'
11.5'
14.6'
12.4'
10.3'
16.3'
12.5'
10'
8.7'
TRASH
ENCLOSURES
RIDESHARE
PARKING - 6
5 6 2
767
RIDESHARE
PARKING - 3
RIDESHARE
PARKING - 1
6.1'
10'
10'
55.0'
PROPR/W
46.3'
6.0'
RIDESHARE WAITING
AREA
51.7'
128.0'
145.4'
40'
35'
6.0'
6'
PROPOSED PAVERS.
SEE HARDSCAPE
PLAN
63.5'
24.0'
26'FIRELANE
24.6'
114.1'
55.1'
40'
VARIES
PROPR/W
3
8.5'
S/WTRASH
ENCLOSURE
EXISTING CURB
TO REMAIN
DRIVEWAY PER
COT DETAIL T-320
DRIVEWAY PER
COT DETAIL T-320
DRIVEWAY PER
COT DETAIL T-320
PROPOSED
TRANSFORMER
CARSHARE
PARKING - 10
CARSHARE
PARKING - 4
CARSHARE
PARKING - 2
MU4
"MIXED-USE"
AM3
"AMENITY"
AM1
"AMENITY"
CARSHARE
PARKING - 2
16.3'
B.S.
15.2'
B.S.
DELIVERY
SPACES - 2
DELIVERY
SPACES - 2
DELIVERY
SPACES - 2
NOTAPART
DELIVERY
PARKING - 2
DELIVERY
PARKING - 2
DELIVERY
PARKING - 2
DELIVERY
PARKING - 2
DELIVERY
PARKING - 2
CARSHARE
PARKING - 1
21
DRIVEWAY PER
COT DETAIL T-320
8.5'
S/W
22'
TYP
8.5'TYP
CONNECT TO
EXISTING CURB
CONNECT TO
EXISTING CURB
NOT A PART
PROPOSED
TURN-AROUND SPACE
8.0'
S/W
RIDESHARE
PARKING - 1
PROPOSED 6'
SCREEN WALL
PROPOSED 6'
SCREEN WALL
1" = 50'
N/A
.............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
AR IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
SHEET
JOB NUMBER
SCALE (VERT.)
DATE
SCALE (HORIZ.)
10/14/2019
184931
10/14
/19
DS190065 PAD190003 REC19069
REC19069PAD190003DS190065
PROPOSED SITE PLAN
POD OUTLINE
BUILDING OUTLINE
FIRE LANE
CURB
SIDEWALK Horz. 1 in. = ft.
0 50 100
50
EXISTING SITE INFORMATION AND BOUNDARY WORK
SHOWN PER ALTA SURVEY COMPLETED BY HUNTER
ENGINEERING, DATED JULY 10, 2014.
PHASE BOUNDARY
LINE
BUILDING LAYOUT IS CONCEPTUAL
AND SUBJECT TO DEVELOPMENT
PLAN REVIEW APPROVAL.
RIDESHARE
PARKING - 3
CENTER LINECL
ELECTRICAL EASEMENTEE
FIRE HYDRANTFH
RIGHT-OF-WAYR/W
PUBLIC UTILITY EASEMENTPUE
WATER EASEMENTW.E.
FACE OF CURBF/C
ABBREVIATIONS
SIDEWALKS/W
BUILDING SETBACKB.S.
TRAFFIC RATED
PAVERS
TURF
TRAFFIC RATED
CONCRETE PAVEMENT
PASSENGER
ONSITE
TOTAL
OFFSITE
DELIVERY RIDESHARE CARSHARE
113 16 0 19
39 0 14 0
152 16 14 19
X
PASSENGER CAR
PARKING COUNT
BIKE LANE TO BE COLORED GREEN WITH
PROTECTIVE STRIPING AND VERTICAL
DELINEATORS. VERTICAL DELINEATORS TO BE
SPACED 10', EXCEPT WHERE ADJACENT TO
PARKING STALLS AND WITHIN 60' OF RIVER DRIVE.
TRAFFIC CALMING DEVICES SHALL BE PROHIBITED UNLESS
APPROVED BY THE FIRE CODE OFFICIAL. (IFC 503.4.1).

4. N/A
N/A
.............et
aD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
AR IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
Call at least two full working days before
you begin excavation.
SHEET
JOB NUMBER
SCALE (VERT.)
DATE
SCALE (HORIZ.)
10/14/2019
184931
10/14
/19
DS190065 PAD190003 REC19069
REC19069PAD190003DS190065
PROPOSED 6'
SIDEWALK
SOUTH
PROPERTY LINE
PROPOSED
CURB
PROPOSED
BUILDING
30' R/W
WILDERMUTHAVENUE
CENTER LINE
N.T.S.
N.T.S.
N.T.S.
PROPOSED
BUILDING
EAST
PROPERTY LINE
PROPOSED
6' SIDEWALK
PROPOSED
CURB
CENTER LINE
30' R/W
RIVERDRIVE
CENTER LINE
APACHEDRIVE
NORTH
PROPERTY LINE
PROPOSED
CURB
PROPOSED
SIDEWALK
PROPOSED
BUILDING
VARIES
55' - 59.5'
2' PROPOSED PUBLIC SIDEWALK EASEMENT
3' PROPOSED PUBLIC SIDEWALK EASEMENT
8' PROPOSED PUBLIC ACCESS EASEMENT

5. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
FH
FH
FH
FH
s
s
3
3
PHASE 1
COMMERCIAL
PHASE 1
RESIDENTIAL
57.1'
EX.R/W
50.0'
EX.R/W
59.5'
EX.R/W
50.0'
EX.R/W
30'
EX. R/W
30'
EX.R/W
28.9'
F/C-F/C
28.7'
F/C-F/C
28.8'
F/C-F/C
28.8'
F/C-F/C
37.1'
F/C-F/C
11'
F/C-C/L
20.5'
F/C-C/L
12'
F/C-C/L
20.5'
F/C-C/L
12'
F/C-C/L
24'
F/C-C/L
12'
F/C-C/L
12'
F/C-C/L
20.5'
F/C-C/L
30'
EX. R/W
55.0'
PROPR/W
VARIES
PROPR/W
23'
F/C-C/L
6'
S/W
6'
S/W
30'30'
74'
DRIVEWAY
74'
DRIVEWAY
30' 30'
10.6'
S/W
6'
S/W
6'
S/W
8.0'
S/W
8.0'
S/W
24.5'
S/W
20.7'
S/W
8.5'
S/W
8.5'
S/W
EASTLINE LAND VENTURES, LLC.
7600 E. DOUBLE TREE RANCH ROAD #300
SCOTTSDALE, ARIZONA 85258
CONTACT: ERIC CARLSON
PHONE: (480) 367-7000
WOOD, PATEL & ASSOCIATES, INC.
2051 WEST NORTHERN AVENUE, SUITE 100
PHOENIX, ARIZONA 85021
CONTACT: JOHN G. RITCHIE, P.E.
PHONE: (602) 335-8500
FAX: (602) 335-8580
OPTICOS DESIGN, INC.
2100 MILIVIA STREET, SUITE 125
BERKELEY, CALIFORNIA 94704
CONTACT: ALEXANDRA VONDELING
PHONE: (510) 809-9509
N.T.S.
S.PRICERD/LOOP101
S.McCLINTOCKDR
E. UNIVERSITY DR
E. BROADWAY RD
E. APACHE BLVD
SOUTHERN PACIFIC RAILROAD
RIVERRD
SMITHRD
E. WILDERMUTH AVE
Horz. 1 in. = ft.
0 100 200
100
EXISTING SITE INFORMATION AND
BOUNDARY WORK SHOWN PER ALTA
SURVEY COMPLETED BY HUNTER
ENGINEERING, DATED JULY 10, 2014.
Z:2018184931DwgConceptualImpContextual Area Map4931-001-CAM-CON.dwg (CHECKED BY: JGR DESIGNED BY: JGR DRAFTED BY: JRS)
.............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
A R IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
10/ 14
/19
w: opticosdesign.com
Opticos Design, Inc.
2100 Milvia Street
Suite 125
Berkeley, CA 94706
p: 510.558.6957
f: 510.898.0801
EASTLINEVILLAGE
2025E.APACHEBLVD,TEMPE,ARIZONA
1STAMENDEDPLANNEDAREADEVELOPMENTOVERLAY
10.14.19 A0.1
JA
1" = 100'-0"
CONTEXTUAL AERIAL MAP WITH
SITE PLAN OVERLAY
3RD FORMAL SUBMITTAL

13. 1
2
3
4
5
6
7
8
9
10
11
12
13
14
MU4
WWWR
RollOffTruck
Custom
Rol
l
Of
f
Tr
uck
Custom
(c)
2019
Tr
an
so
ft
Sol
u
tions,
Inc.
A
ll
righ
ts
reser
ved.
RollOffTruck
Custom
(c) 2019 Transoft Solutions,Inc.Allrights reserved.
RollOffTruck
Custom
RollOffTruck
Custom
RollOffTruck
Custom
Rol
lOf
fTruckCustom
Z:CivtechProjects19-0270CuldesacEastlineVillagePAD@Apache&River,TempeDwgFigAutoturn19-0270_TurningMovements_Fig30.dgn8/18/2019
Z:CivtechProjects19-0270 Culdesac Eastline Village PAD @ Apache & River, TempeDwgFigAutoturn19-0270_Turning Movements_Fig30.dgn8/18/2019
CivTech Inc.
10605 N. Hayden Rd.
Suite 140
Scottsdale, AZ 85260
480.659.4250 p
480.659.0566 f
info@civtech.com
DRIVEWAY
APACHE BLVD
WILDERMUTH AVE
Scale: 1" = 80'
27.004.00
36.50
Lock to Lock Time
Roll Off Truck
Width
Track
Steering Angle
feet
:
:
7.55
10.00
:
24.5:
6.0
Figure 30
36.5' Roll Off Garbage Truck
Entering Turning Movements
Eastline Village
1
2
3
4
5
6
7
8
9
10
11
12
13
14
MU4
WWWR
Roll Off Truck
Custom
(c) 2019 Transoft Solutions, Inc. All rights reserved.
Rol
l
Of
f
Tr
uck
Custom
(c)
2019
Tr
an
so
ft
Sol
u
tions,
Inc.
A
ll
righ
ts
reser
ved.
Z:CivtechProjects19-0270CuldesacEastlineVillagePAD@Apache&River,TempeDwgFigAutoturn19-0270_TurningMovements_Fig31.dgn8/18/2019
Z:CivtechProjects19-0270 Culdesac Eastline Village PAD @ Apache & River, TempeDwgFigAutoturn19-0270_Turning Movements_Fig31.dgn8/18/2019
CivTech Inc.
10605 N. Hayden Rd.
Suite 140
Scottsdale, AZ 85260
480.659.4250 p
480.659.0566 f
info@civtech.com
DRIVEWAY
APACHE BLVD
WILDERMUTH AVE
Scale: 1" = 80'
27.004.00
36.50
Lock to Lock Time
Roll Off Truck
Width
Track
Steering Angle
feet
:
:
7.55
10.00
:
24.5:
6.0
Figure 31
36.5' Roll Off Garbage Truck
Exiting Turning Movements
Eastline Village
R
W
Roll Off Truck
Custom
Ro
ll
Of
f
T
ruck
Cu
stom
Rol
l
Of
f
Tr
uck
CustomRol
l
Of
f
Tr
uck
Custom
RollOf
f
Truck
Custom
RollOffTruck
Custom
(c)2019TransoftSolutions,Inc.Allrightsreserved.
RollOffTruck
Custom
(c)2019TransoftSolutions,Inc.Allrightsreserved.
Z:CivtechProjects19-0270CuldesacEastlineVillagePAD@Apache&River,TempeDwgFigAutoturn19-0270_TurningMovements_Fig32.dgn8/18/2019
Z:CivtechProjects19-0270 Culdesac Eastline Village PAD @ Apache & River, TempeDwgFigAutoturn19-0270_Turning Movements_Fig32.dgn8/18/2019
CivTech Inc.
10605 N. Hayden Rd.
Suite 140
Scottsdale, AZ 85260
480.659.4250 p
480.659.0566 f
info@civtech.com
APACHE BLVD
WILDERMUTH AVE
Scale: 1" = 80'
27.004.00
36.50
Lock to Lock Time
Roll Off Truck
Width
Track
Steering Angle
feet
:
:
7.55
10.00
:
24.5:
6.0
Figure 32
36.5' Roll Off Garbage Truck
Entering Turning Movements
Eastline Village
R
WRol
l
Off
Truck
Custom
R
ol
l
O
ff
Tr
uc
k
Cu
stom
RollOffTruck
Custom
(c)2019TransoftSolutions,Inc.Allrightsreserved.
RollOffTruck
Custom
(c)2019TransoftSolutions,Inc.Allrightsreserved.
Z:CivtechProjects19-0270CuldesacEastlineVillagePAD@Apache&River,TempeDwgFigAutoturn19-0270_TurningMovements_Fig33.dgn8/18/2019
Z:CivtechProjects19-0270 Culdesac Eastline Village PAD @ Apache & River, TempeDwgFigAutoturn19-0270_Turning Movements_Fig33.dgn8/18/2019
CivTech Inc.
10605 N. Hayden Rd.
Suite 140
Scottsdale, AZ 85260
480.659.4250 p
480.659.0566 f
info@civtech.com
APACHE BLVD
WILDERMUTH AVE
Scale: 1" = 80'
27.004.00
36.50
Lock to Lock Time
Roll Off Truck
Width
Track
Steering Angle
feet
:
:
7.55
10.00
:
24.5:
6.0
Figure 33
36.5' Roll Off Garbage Truck
Exiting Turning Movements
Eastline Village

22. FH
FH
V
V V
3
3
26'FIRELANE
20'
FIRELANE
20'FIRE LANE
20'
FIRE LANE
PROP.20'
P.U.E.
PROP.20'P.U.E.
PROP. 12'
P.U.E.
PROP. 12'
W.E.
PROP. 12'W.E.
57'
EX.R/W
VARIES
EX.R/W
50'
EX.R/W
50'
EX.R/W
50'
EX.R/W
30'
EX. R/W
30'
EX. R/W
30'
EX.R/W
PROP. 20'
P.U.E.
26'FIRELANE
LFF=1188.00
LFF=1187.50
LFF=1188.00
LFF=1188.50
LFF=1189.15
LFF=1189.30
LFF=1188.90
G87.81
G87.85
P 88.60P 88.60
RIM 87.00
G
86.34
G 86.00
P 87.60P 87.60
RIM 87.20
RIM 87.40
P 88.20
P 87.70
P 88.80
P 86.20
P 86.50
RIM 85.70
RIDGE
RIDGE
RIDGE
RIDGE
RIDGE
LFF=1189.00
PROP.12'
W.E.
PROP.20'
P.U.E.
DRIVEWAY PER
COT DETAIL T-320
PROPOSED
FIRE HYDRANT
DRIVEWAY PER C.O.T.
STD. DETAIL T-320
DRIVEWAY PER C.O.T.
STD. DETAIL T-319
EXISTING ROW/P.U.E.
TO BE ABANDONED
MOUNTABLE CURB
PROPOSED 10' DIA
CMP RETENTION
PIPE - 100 LF
PROPOSED 5' DIA
CMP RETENTION
PIPE - 110 LF
PROPOSED 10' DIA
CMP RETENTION
PIPE - 105 LF
PROPOSED 10' DIA
CMP RETENTION
PIPE - 180 LF TOTAL
PROPERTY BOUNDARY
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
PUBLIC WATERLINE
PROPOSED
PUBLIC WATERLINE
PROPOSED
PUBLIC WATERLINE
PROPOSED
PUBLIC SEWERLINE PROPOSED
PUBLIC SEWERLINE
PROPOSED PUBLIC
WATERLINE
CONNECT TO
EXISTING 12"
SEWER MAIN
PROPOSED
PUBLIC SEWERLINE
CONNECT TO
EXISTING 8"
SEWER MAIN
PROPOSED
PUBLIC WATERLINE
PROPOSED
PUBLIC SEWERLINE
EXISTING FIRE
HYDRANT
PROPOSED 10' DIA
CMP RETENTION
PIPE - 55 LF
PROPOSED 10' DIA
CMP RETENTION
PIPE - 25 LF
PROPOSED 10' DIA
CMP RETENTION
PIPE - 135 TOTAL
EXISTING
FIRE HYDRANT
RELOCATE EXISTING
FIRE HYDRANT
RELOCATE EXISTING
FIRE HYDRANT
RELOCATE EXISTING
FIRE HYDRANT
PROPOSED
PUBLIC WATERLINE
PHASE 1
BOUNDARY
EXISTING
FIRE HYDRANT
RELOCATE EXISTING
FIRE HYDRANTDRIVEWAY PER C.O.T.
STD. DETAIL T-319
59.5'
EX.R/W
RELOCATE EXISTING
FIRE HYDRANT
30'
EX.R/W
EASTLINE LAND VENTURES, LLC
7600 E. DOUBLE TREE RANCH ROAD, #300
SCOTTSDALE, ARIZONA 85258
CONTACT: ERIC CARLSON
PHONE: (480) 367-7000
WOOD, PATEL & ASSOCIATES, INC.
2051 WEST NORTHERN AVENUE, SUITE 100
PHOENIX, ARIZONA 85021
CONTACT: JOHN G. RITCHIE, P.E.
PHONE: (602) 335-8500
FAX: (602) 335-8580
OPTICOS DESIGN, INC.
2100 MILIVIA STREET, SUITE 125
BERKELEY, CALIFORNIA 94704
CONTACT: ALEXANDRA VONDELING
PHONE: (510) 809-9509
N.T.S.
S.PRICERD/LOOP101
S.McCLINTOCKDR
E. UNIVERSITY DR
E. BROADWAY RD
E. APACHE BLVD
SOUTHERN PACIFIC RAILROAD
RIVERRD
SMITHRD
E. WILDERMUTH AVE
ASSESSOR PARCEL NUMBER(S):
133-02-031A, 133-02-032A, 133-02-033A,
133-02-034A, 133-02-035A, 133-02-036A,
133-02-037, 133-02-038, 133-02-039,
133-02-040, 133-02-041, 133-02-042,
133-02-043A, 133-02-044A, 133-02-045C,
133-02-045F, 133-02-045G, 133-02-046,
133-02-047B, 133-02-047C, 133-02-047D,
133-02-048A, 133-02-049A, 133-02-050,
133-02-052, 133-02-053, 133-02-054,
133-02-056C, 133-02-057, 133-02-058,
133-02-059, 133-02-060, 133-02-061,
133-02-062A, 133-02-063A. 133-02-064,
133-02-065A, 133-02-065B, 133-02-066,
133-02-070, 133-02-071
PROJECT SITE AREA(S):
NET AREA = 17.0 AC
DISTURBED AREA = 17.0± AC
ZONING:
MU-4, R-4
PROPOSED SITE PLAN
PHASE BOUNDARY
LINE
BUILDING OUTLINE
PROPOSED UTILITIES
WATER LINE
FIRE HYDRANT
SEWER LINE
SEWER MANHOLE
CENTER LINECL
ELECTRICAL EASEMENTEE
FIRE HYDRANTFH
RIGHT-OF-WAYR/W
DRAINAGE
BOUNDARY
FIRE LANE
CURB
SIDEWALK
PUBLIC UTILITY EASEMENTPUE
WATER EASEMENTW.E.
FACE OF CURBF/C
ABBREVIATIONS
SIDEWALKS/W
Horz. 1 in. = ft.
0 50 100
50
EXISTING SITE INFORMATION AND
BOUNDARY WORK SHOWN PER ALTA
SURVEY COMPLETED BY HUNTER
ENGINEERING, DATED JULY 10, 2014.
UNDERGROUND
RETENTION BASIN ID
VOLUME PROVIDED, VP
(CF)
VOLUME REQUIRED, VR
(CF)
AS-BUILT VOLUME
PROVIDED (CF)
SITE 133,065 128,802
VR = C x (P/12) x A
DESIGN STORM: 100-YEAR, 2-HOUR
RAINFALL DEPTH, P: 2.20 INCHES
VP = x (DIAMETER/2)² x (LENGTH)
POD OUTLINE
Z:2018184931DwgConceptualImpGrading & Drainage4931-001-GD-CON.dwg (CHECKED BY: JGR DESIGNED BY: JGR DRAFTED BY: JRS)
.............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
A R IZ O NA , U S
A
Registered
Professional Eng
ineer(Civil)
.
.
.
EXPIRES 6-30-21
10/ 14
/19
w: opticosdesign.com
Opticos Design, Inc.
2100 Milvia Street
Suite 125
Berkeley, CA 94706
p: 510.558.6957
f: 510.898.0801
EASTLINEVILLAGE
2025E.APACHEBLVD,TEMPE,ARIZONA
1STAMENDEDPLANNEDAREADEVELOPMENTOVERLAY
10.14.19 G1
JA
1" = 10'-0"
PRELIMINARY GRADING &
DRAINAGE PLAN
3RD FORMAL SUBMITTAL

23. EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. BUILDING
UP
M/E
UP
UP
M/E
UP
M/E
UP
M/E
UP
M/E
UP
M/E
UP
UP
M/E
UP
M/E
UP
M/E
UP
M/E
UP
3
3
26'FIRELANE
20'
FIRE LANE
20'
FIRE LANE
20'
FIRELANE
20'
FIRE LANE
20'
FIRE LANE
20'FIRE LANE
20'
FIRE LANE
20'
FIRE LANE
20'
FIRE LANE
20'
FIRELANE
20'
FIRELANE
20'
FIRELANE
20'
FIRELANE
20'
FIRE LANE
20'
FIRE LANE
20'
FIRELANE
20'
FIRELANE
20'
FIRELANE
R25'TYP.
R25'TYP.
R45'
TYP.
R45'
TYP.
R25'TYP.
R25'
TYP.
R25'
58 LF 88 LF
103 LF
120 LF
112 LF
124 LF
149 LF
142 LF
132 LF
96 LF
130 LF
115 LF
67 LF
70 LF
113 LF
125 LF
113 LF
109 LF
110 LF
120 LF
90 LF
128 LF
132 LF
86 LF
138 LF
107 LF
142 LF
120LF
145 LF 63 LF
150 LF
112 LF
112 LF
122 LF
129 LF
R25'
TYP.
Sheet Number:Drawn By:
Date:
Scale:
Issued For Bidding And Filing:
Issued For Construction:
Revisions:
--/--/--
--/--/--
08.21.19
w: opticosdesign.com
Opticos Design, Inc.
2100 Milvia Street
Suite 125
Berkeley, CA 94706
p: 510.558.6957
f: 510.898.0801
Sheet Title:
EASTLINEVILLAGE
2025E.APACHEBLVD,TEMPE,ARIZONA
1STAMENDEDPLANNEDAREADEVELOPMENTOVERLAY
F-100
ZR
1" = 50'-0"
FIRE HOSE LAY DIAGRAM
Z:2018184931DwgExhibits4931-FireHoseLayDiagram.dwg
Horz. 1 in. = ft.
0 50 100
50
HOSE LAY PATH
FIRE ACCESS LANE
FIRE HYDRANT
.............e
taD
dengiS
.ONETAIFITRE
C
C
G. RITCHIE
JOHN
59956
A R IZ O NA , U S
A
Registered
Professional Engi
neer(Civil)
.
.
.
EXPIRES 6-30-21
10/14
/19
10.14.2019
3RD FORMAL SUBMITTAL

26. BUILDING TYPE 1.1+2.1

28. Ladder at Riser Room
Plan - Fixed Ladder outside Ladder Room
Axonometric - Riser Room Massing
Interior of Unit
Exterior
Ladder
Riser
Room
1
21
®
Code
Closed
height
Open
height
Top
rung
MJ01 10 ‘ 10 ‘’ or 3.29 m 9 ‘ 1 ‘’ or 2.78 m 8 ‘ 8 ‘’ or 2.63 m
MJ02 14 ‘ 1 ‘’ or 4.28 m 12 ‘ 4 ‘’ or 3.77 m 11 ‘ 11 ‘’ or 3.62 m
MJ03 16 ‘ 12 ‘’ or 5.18 m 15 ‘ 4 ‘’ or 4.67 m 14 ‘ 10 ‘’ or 4.52 m
MJ11 20 ‘ 8 ‘’ or 6.29 m 18 ‘ 12 ‘’ or 5.78 m 18 ‘ 6 ‘’ or 5.63 m
MJ12 23 ‘ 11 ‘’ or 7.28 m 22 ‘ 3 ‘’ or 6.77 m 21 ‘ 9 ‘’ or 6.62 m
MJ13 26 ‘ 10 ‘’ or 8.18 m 25 ‘ 2 ‘’ or 7.67 m 24 ‘ 8 ‘’ or 7.52 m
MJ21 30 ‘ 6 ‘’ or 9.29 m 28 ‘ 10 ‘’ or 8.78 m 28 ‘ 4 ‘’ or 8.63 m
MJ22 33 ‘ 9 ‘’ or 10.28 m 32 ‘ 1 ‘’ or 9.77 m 31 ‘ 7 ‘’ or 9.62 m
MJ23 36 ‘ 8 ‘’ or 11.18 m 35 ‘ 0 ‘’ or 10.67 m 34 ‘ 6 ‘’ or 10.52 m
MJ31 40 ‘ 4 ‘’ or 12.29 m 38 ‘ 8 ‘’ or 11.78 m 38 ‘ 2 ‘’ or 11.63 m
MJ32 43 ‘ 7 ‘’ or 13.28 m 41 ‘ 11 ‘’ or 12.77 m 41 ‘ 5 ‘’ or 12.62 m
MJ33 46 ‘ 6 ‘’ or 14.18 m 44 ‘ 10 ‘’ or 13.67 m 44 ‘ 4 ‘’ or 13.52 m
RetRactableladdeRs
theMInI-JoMYladdeR
mini-Jomy teChniCal information