Extracted text (via pymupdf)
27362 characters
PROJECT NARRATIVE
FOR
NWC 91ST AVE & CAMELBACK RD
FINAL PLAT
GLENDALE, ARIZONA
Prepared for:
LDR-NWC 91ST & CAMELBACK LLC
1110 E Missouri Avenue
Suite 700
Phoenix, AZ 85014
Contact: Gary Davidson
Prepared by:
BOWMAN
1600 N Desert Drive, Suite 210
Tempe, AZ 85281
480-629-8830
May 22nd, 2023
Project No. 050593-01-001
2
Project Narrative
NWC 91st Ave & Camelback Rd
TABLE OF CONTENTS
I.
Introduction ................................................................................................................................ 1
II.
Existing Conditions ...................................................................................................................... 1
III.
Purpose of request ..................................................................................................................... 1
VII.
Site Circulation ............................................................................................................................ 1
APPENDIX
A. Vicinity Map
B. Aerial Map
C. Site Plan
D. Preliminary Improvement Plans
3
Project Narrative
NWC 91st Ave & Camelback Rd
I.
INTRODUCTION
Bowman Consulting is representing LDR-NWC 91st & Camelback LLC, the property owner of APN
102-14-004D, in pursuing the approval of the Final Plat for a multi-lot commercial center.
The applicant is pursuing a Final Plat approval for the neighborhood commercial center at a major
intersection of two arterial roads and adjacent to a high school — Copper Canyon. Commercial uses
located at the major intersection of 91st Avenue and Camelback Road provide a convenient stop
for commuters and for the increasing population due to the growing residential communities
surrounding the area.
II.
EXISTING CONDITIONS
The subject property encompasses approximately 4.0 net acres at the northwest corner of the
intersection of two arterial roads — 91st Avenue and Camelback Road (Exhibit A — Vicinity Map).
This site is nested in the southeast corner of the Copper Canyon High School. The site is also
approximately one mile east of the Loop 101 Freeway - Camelback Road; approximately one and a
half miles south of Westgate and State Farm Stadium; and two miles east of the Camelback Ranch
Stadium and baseball complex (Exhibit B — Aerial Map).
Located at the immediate northwest corner of the 91st Avenue and Camelback Road intersection is
an existing SRP high-voltage power pole that redirects powerlines from the east back across the
intersection to the southeast to continue down 91st Avenue. This power pole cannot be reasonably
moved and will need to remain in place affecting the curb line and sidewalk placement along
Camelback Road.
III.
PURPOSE OF REQUEST
This request is to obtain approval for the Final Plat of NWC of 91st Avenue and Camelback Road.
There will be a total of 4 Lots. It is anticipated that Sunrise Preschool will occupy Lot 1, and a
Starbucks and Chipotle are expected to occupy Lot 2 and Lot 3. Lot 4 does not have a proposed
occupant at this time.
The conceptual site plan and conceptual landscape plan (Exhibit C) identifies four commercial
buildings, which conceptually include a mix of restaurant, convenience, and other neighborhood
serving commercial uses such as a pre-school.
The conceptual site plan was part of the PAD Rezone application for 91st and Camelback, which has
been approved by council. Preliminary improvement plans for the conceptual site plan are attached
for reference (Exhibit D). The design review application for Lots 1 and 2, are currently under review,
concurrent with the proposed Final Plat and final plat applications. Each commercial pad will be
designed to meet the requirements of the City of Glendale.
4
Project Narrative
NWC 91st Ave & Camelback Rd
IV.
SITE CIRCULATION
The 91st and Camelback PAD will include two access driveways — one along 91st Avenue and one
along Camelback Road. The access driveway along 91st Avenue will be right-in and right-out. The
driveway along Camelback will provide three-quarters access with left and right in, and right-out.
Offsite Improvement Plans are submitted concurrent with this application.
Exhibit “A”
Vicinity Map
VICINITY MAP
99TH AVE
91ST AVE
CARDINALS WAY
CAMELBACK RD
16
Site
8
10
22
20
Phone: (480) 629-8830
www.bowmanconsulting.com
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
NWC CAMELBACK AND 91ST AVE
GLENDALE, ARIZONA
VICINITY MAP EXHIBIT
050593-00
AUG 2022
N.T.S.
JDC
1
1
Exhibit “B”
Aerial Map
CAMELBACK RD
91ST AVE
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85281
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowmanconsulting.com
AERIAL EXHIBIT
NWC CAMELBACK AND 91ST AVENUE
GLENDALE, ARIZONA
MARICOPA COUNTY
050593-01-001
AC
KM
DMC
1" = 80'
050593-01-001
MAR 2020
EX01
01
01
Exhibit “C”
Site Plan
SL
S46°04'46"
57.61'
CL
PAD C
2,800 S.F.
8
9
16
9
40 X 40
SVT
S89°58'56"E 372.06'
N02°08'27"E 193.47'
200.11'
172.77'
143.55'
S89°58'56"E 224.41'
PICK UP
LANE
HP
PAD A
2,400 S.F.
8
9
9
5
PAD B
2,325 S.F.
8
SVT
SVT
EXISTING
SRP MAJOR
POWER POLE
PRESCHOOL PLAYGROUND
SCHOOL AGE PLAYGROUND
INFANT PLAYGROUND
TODDLER PLAYGROUND
CHILDCARE
NETWORK
13
12
15
206.04'
18.37'
N76°12'58"E 53.02'
S89°58'56"E 187.53'
363.05'
169.15'
S89°59'00"E 142.88'
180.81'
S02°08'27"W 435.61'
9.01'
N89°58'56"W 596.47'
N89°58'56"W 547.46'
190.40'
213.52'
N87°51'33"W
33.00'
N00°00'13"E 141.44'
N89°59'55"E 43.95
N00°01'04"E 58.51'
N00°00'05"E 199.97'
N02°08'27"E 242.14'
42.03'
N00°00'04"E
33.00'
628.27'
N89°58'56"W 2,667.76'
467.41'
N02°08'27"E 2,642.15'
A
R
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,
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C
NWC CAMELBACK ROAD AND 91ST AVENUE
GLENDALE, ARIZONA
CONCEPT SITE PLAN
DATE: 11-17-2022 (PRELIMINARY)
RKAA# 19318.50
SP-2
2 0 2 2 R K A A
ARCHITECTS, INC. ALL
RIGHTS RESERVED.
THIS DRAWING IS AN
I N S T R U M E N T O F
SERVICE. IT IS THE
PROPERTY OF RKAA
ARCHITECTS, INC. AND
M A Y N O T B E
DUPLICATED, USED OR
DISCLOSED WITHOUT
WRITTEN PERMISSION
OF THE ARCHITECT.
©
PROJECT DIRECTORY
ARCHITECT:
ROBERT KUBICEK ARCHITECTS & ASSOCIATES
2233 EAST THOMAS ROAD
PHOENIX, ARIZONA 85016
CONTACT: ROBERT KUBICEK
PHONE: (602) 955-3900
FAX: (602) 955-0496
E-MAIL: rkubicek@rkaa.com
NORTH
SCALE:
SITE PLAN
1" = 30'-0"
SITE GENERAL INFO
102-14-004D
A-1(AGRICULTURAL DISTRICT)
PAD
251,544 S.F. (5.77 ACRES)
186,992 S.F. (4.3ACRES)
68,061 SF (1.56 ACRES)
41,931 SF (0.96 ACRES)
34,926 SF (0.80 ACRES)
41,949 SF (0.96 ACRES)
16,350 S.F.
0.09 %
76 SPACES
36 SPACES
112 SPACES
121 SPACES
5 SPACES
10 SPACES
PROJECT DESCRIPTION:
CONCEPT SITE PLAN
SITE DATA:
PARCEL NUMBER:
EXITING ZONING:
PROPOSED ZONING:
GROSS SITE AREA:
NET SITE AREA:
PRE-SCHOOL PARCEL:
PARCEL A:
PARCEL B:
PARCEL C:
BUILDING AREA:
SITE COVERAGE: BLDG./NET SITE AREA
PARKING REQUIRED:
USE RESTAURANT (100/ 7,525 S.F.)
USE RETAIL (250/ 8,825 S.F.)
TOTAL PARKING REQUIRED:
TOTAL PARKING PROVIDED:
ACCESSIBLE SPACES REQUIRED:
ACCESSIBLE SPACES PROVIDED:
Exhibit “D”
Preliminary Improvement Plan
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
5
SHEET NUMBER
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
53640
JEFFREY P.
HUNT
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DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
DS
JH
05-18-2022
22.040
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
1
cover
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
A PORTION NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE
GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER/DEVELOPER
RKAA ARCHITECTS, INC.
2233 E. THOMAS ROAD
PHOENIX, ARIZONA 85016
PH: 602-955-3900
ATTN: NEIL FEASER
CIVIL ENGINEER
CYPRESS CIVIL DEVELOPMENT
4450 NORTH 12TH STREET, #228
PHOENIX, ARIZONA 85014
PH: 623-282-2498
ATTN: JEFF HUNT, PE
ARCHITECT
SHEET INDEX
1. COVER SHEET
2-3 GRADING AND DRAINAGE PLAN
4-5 ONSITE UTILITY PLAN
UTILITIES
WATER:
CITY OF GLENDALE
SEWER:
CITY OF GLENDALE
ELECTRIC:
SALT RIVER PROJECT
GAS:
SOUTHWEST GAS
TELEPHONE:
CENTURYLINK
CABLE:
COX COMMUNICATIONS
DRAINAGE STATEMENT
-SITE IS NOT IN A SPECIAL FLOOD HAZARD AREA
-OFFSITE FLOWS DO NOT AFFECT THIS SITE
-RETENTION PROVIDED IS 100-YR, 2-HR
-EXTREME STORM OUTFALLS THE SITE AT THE SOUTHWEST CORNER AT THE
ELEVATION OF 1055.00
FLOODPLAIN INFORMATION
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP PANEL NUMBER 04013C1695M, DATED SEPTEMBER 18, 2020
THE PARCEL IS LOCATED IN THE ZONE X (SHADED) AREA, WHICH IS DEFINED AS
AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD.
SURVEY NOTES
1. THE SURVEY FOR THIS PROJECT WAS PERFORMED BY:
SUPERIOR SURVEYING SERVICES, INC.
2122 WEST LONE CACTUS DRIVE, SUITE 11
PHOENIX, ARIZONA 85027
PH: 623-869-0223
CONTACT: DAVID S. KLEIN, R.L.S.
2. THE BASIS OF BEARINGS FOR THIS PROJECT IS THE MONUMENT LINE OF
CAMELBACK ROAD, ALSO BEING THE SOUTH LINE OF THE SOUTHEAST QUARTER
OF SECTION 16 USING A BEARING OF N 88°17'31" E, PER THE RECORD OF SURVEY,
BOOK 699 OF MAPS, PAGE 26, RECORDS OF MARICOPA COUNTY, ARIZONA.
3. THE BASIS OF ELEVATION FOR THIS PROJECT IS THE MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION UNIQUE POINT ID: 3684, BEING A 3"
MARICOPA COUNTY DEPARTMENT OF TRANSPORTATION BRASS CAP IN
HANDHOLE HAVING AN ELEVATION OF 1,061.59' (NAVD88).
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 16, TOWNSHIP 2 NORTH, RANGE 1 EAST OF THE GILA AND SALT RIVER BASE
AND MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 16;
THENCE N 89°58'56" W, ALONG THE SOUTH LINE OF SAID SECTION 16, A DISTANCE
OF 629.49 FEET;
THENCE N 02°08'27" E A DISTANCE OF 33.02 FEET TO THE NORTH LINE OF THE
SOUTH 33.00 FEET OF SAID SECTION 16 AND THE POINT OF BEGINNING;
THENCE N 02°08'27" E, PARALLEL WITH THE EAST LINE OF SAID SECTION 16, A
DISTANCE OF 242.14 FEET;
THENCE S 89°58'56" E, PARALLEL WITH THE SOUTH LINE OF SAID SECTION 16, A
DISTANCE OF 224.41 FEET;
THENCE N 02°08'27" E, PARALLEL WITH THE EAST LINE OF SAID SECTION 16, A
DISTANCE OF 193.47 FEET;
THENCE S 89°58'56" E, PARALLEL WITH THE SOUTH LINE OF SAID SECTION 16, A
DISTANCE OF 372.06 FEET TO THE WEST LINE OF THE EAST 33.00 FEET OF SAID
SECTION 16;
THENCE SOUTH 02°08'27" W, ALONG SAID WEST LINE, A DISTANCE OF 435.61 FEET
TO THE NORTH LINE OF THE SOUTH 33.00 FEET OF SAID SECTION 16; THENCE
N 89°58'56" W, ALONG SAID NORTH LINE, A DISTANCE OF 596.47 FEET TO THE POINT
OF BEGINNING.
LEGAL DESCRIPTION
PROJECT DESCRIPTION:
THE PROJECT CONSISTS OF THE CONSTRUCTION OF TWO NEW SINGLE-STORY
DRIVE-THRU RESTAURANTS, A BUILDING PAD FOR PAD C AND A VACANT PARCEL FOR
THE PRE-SCHOOL WITH ALL REQUIRED GRADING & DRAINAGE, UTILITY AND PAVING
IMPROVEMENTS.
ADDRESS:
91ST AVENUE AND CAMELBACK ROAD
GLENDALE, ARIZONA 85037
APN: 10214004D
ZONING: A-1
SITE AREA: 216,262 SF (4.965 AC)
PROJECT INFORMATION
DRYWELL CALCULATIONS
BENCHMARK
PROJECT RETENTION
REQUIRED RETENTION (100-YEAR, 2-HOUR)
V = Cw x (d/12) x A
RETENTION BASIN #1
OFFSITE
Cw = (0.50 x 0 SF) + (0.95 x 12,607 SF) / 12,607 SF
Cw = 0.95
V = 0.95 x (2.26/12) x 12,607 = 2,256 CF
ONSITE
CW = (0.50 X 24,627 SF) + (0.95 X 29,739 SF) / 54,017 SF
CW = 0.75
V = 0.75 X (2.26/12) X 54,017 = 7,630 CF
TOTAL = 2,256 + 7,630 = 9,886 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 14,500 CF VIA TWO NEW SURFACE BASINS
EQUALIZED VIA STORM DRAIN THAT SHALL DRAIN VIA ONE NEW DRYWELL.
RETENTION BASIN #2 & TANKS
OFFSITE
Cw = (0.50 x 1,304 SF) + (0.95 x 12,903 SF) / 14,207 SF
Cw = 0.91
V = 0.91 x (2.26/12) x 14,207 = 2,435 CF
ONSITE
CW = (0.50 X 18,295 SF) + (0.95 X 57,527 SF) / 75,821 SF
CW = 0.84
V = 0.84 X (2.26/12) X 75,821 = 11,995 CF
TOTAL = 2,435 + 11,995 = 14,430 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 14,566 CF (2,000 CF VIA A NEW SURFACE RETENTION
BASIN + 12,566 CF IN 160 LF OF 10' DIAMETER UNDERGROUND CMP RETENTION
TANKS) THAT SHALL DRAIN VIA TWO NEW DRYWELLS, WHICH ARE SHARED WITH
BASIN #3.
RETENTION BASIN #3
OFFSITE
CW = (0.50 X 538 SF) + (0.95 X 13,260 SF) / 13,798 SF
CW = 0.93
V = 0.93 X (2.26/12) X 13,798 = 2,417 CF
ONSITE
CW = (0.50 X 22,367 SF) + (0.95 X 13,175 SF) / 35,542 SF
CW = 0.67
V = 0.67 X (2.26/12) X 35,542 = 4,485 CF
TOTAL = 2,417 + 4,485 = 6,902 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 14,800 CF PROVIDED VIA A NEW SURFACE
RETENTION BASIN THAT SHALL DRAIN VIA TWO NEW DRYWELLS, WHICH ARE
SHARED WITH BASIN #2.
RETENTION BASIN #4 & CHAMBERS
OFFSITE
Cw = (0.50 x 418 SF) + (0.95 x 21,552 SF) / 21,970 SF
Cw = 0.94
V = 0.94 x (2.26/12) x 21,971 = 3,890 CF
ONSITE
CW = (0.50 X 19,482 SF) + (0.95 X 18,932 SF) / 38,414 SF
CW = 0.72
V = 0.72 X (2.26/12) X 38,414 = 5,209 CF
TOTAL = 3,890 + 5,209 = 9,099 CF
PROVIDED:
TOTAL PROVIDED VOLUME = 9,280 CF (7,000 CF PROVIDED VIA A NEW 3' DEEP
SURFACE RETENTION BASIN + 2,280 CF VIA A NEW STORMTECH MC-3500
CHANBER SYSTEM), WHICH SHALL DRAIN TOGETHER VIA ONE NEW DRYWELL.
THE BENCHMARK USED FOR THIS PLAN IS THE MARICOPA COUNTY DEPARTMENT OF
TRANSPORTATION UNIQUE POINT ID: 3684, BEING A 3" MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION BRASS CAP IN HANDHOLE HAVING AN
ELEVATION OF 1,061.59' (NAVD88).
DRYWELL DISSIPATION RATE = 0.1 CFS PER DRY WELL
TIME [SEC] = VOLUME [CF] / RATE [CFS]
RETENTION BASIN #1
VOLUME: 9,886 CF
t = 9,886 / 0.1 = 98,860 SEC = 27.5 HOURS
RETENTION BASINS #2 AND #3
VOLUME: 21,332 CF
t = 21,332 / (0.1 x 2) = 106,660 SEC = 29.6 HOURS
RETENTION BASIN #4
VOLUME:
9,721 CF
t = 9,099 / 0.1 = 90,990 SEC = 25.3 HOURS
PROJECT OVERVIEW
LEGEND
(99.99P)
99.99P
ROADWAY CENTERLINE
NEW EASEMENT
EXISTING EASEMENT
NEW CONTOUR
EXISTING CONTOUR
SPOT ELEV. (NEW GRADE)
SPOT ELEV. (EXIST. GRADE)
NEW SEWER LINE
EXISTING SEWER LINE
NEW WATER LINE
EXISTING WATER LINE
NEW FIRE SERVICE
NEW STORM DRAIN PIPE
EXISTING STORM DRAIN PIPE
EXISTING GAS LINE
NEW CURB
EXISTING CURB
NEW PAINT STRIPE
EXISTING PAINT STRIPE
NEW ASPHALT
NEW CONCRETE
EXISTING CONCRETE
EXISTING FENCE
NEW WALL
EXISTING WALL
EXISTING UNDERGROUND ELECTRIC
EXISTING COMMUNICATION LINE
EXISTING OVERHEAD ELECTRIC
NEW SEWER MANHOLE
EXISTING WATER VALVE
NEW WATER METER
NEW BACKFLOW PREVENTER
NEW FIRE HYDRANT
NEW FIRE CONNECTION
NEW FIRE BACKFLOW PREVENTER
NEW DRYWELL
EXISTING COMMUNICATION PEDESTAL
EXISTING TRAFFIC LIGHT PULL BOX
SURVEY MONUMENT AS NOTED
W
BF
C
TL
RIGHT-OF-WAY
RECORDED VALUE
MEASURED VALUE
RADIUS
PAVEMENT (ASPHALT)
CONCRETE
TOP OF CURB
FINISHED GRADE
TOP OF FOOTING
TOP OF WALL
LOW POINT
HIGH POINT
GRADE BREAK
FINISHED FLOOR ELEVATION
PUBLIC UTILITY EASEMENT
ROW
(R)
(M)
R
P
C
TC
FG
TF
TW
LP
HP
GB
FFE/FF
PUE
GUTTER
G
EXISTING WATER STUB
EXISTING SEWER STUB
EXISTING RIGHT-OF-WAY
PROJECT/NEW PROPERTY LINE
EXISTING PROPERTY LINE
PROJECT RIGHT-OF-WAY
EXISTING COMMUNICATION PULL BOX/VAULT
C
BACK OF CURB
BC
BACK OF SIDEWALK
BSW
2321
MATCH EXISTING
ME
IN THE NE 1/4 OF THE NE 1/4 OF SECTION 16,
T. 2 N., R. 1 E., G.&S.R.M.,
CITY OF GLENDALE, MARICOPA COUNTY, ARIZONA
LOCATION MAP
NORTH
3" = 1 MILE
8 9
16
17
16
17
20 21
9 10
15
16
15
16
21 22
CARDINALS WAY
99TH AVENUE
91ST AVENUE
95TH AVENUE
CAMELBACK ROAD
AZ-101
THIS
PROJECT
SCALE: 1"=100'
CAMELBACK ROAD
91ST AVENUE
LOT 1
LOT 2
LOT 3
(FUTURE)
LOT 4
(FUTURE)
KROOT & ASSOCIATES
4102 EAST INDIAN SCHOOL ROAD
PHOENIX, ARIZONA 85018
PH: (602)430-8580
ATTN: ANDY KROOT
C
C
C
W
BF
W
BF
W
BF
W
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
5
SHEET NUMBER
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
53640
JEFFREY P.
HUNT
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DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
DS
JH
05-18-2022
22.040
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
KEYNOTES
2
grading and drainage plan
0'
20'
40'
10'
SCALE: 1"=20'
C.I. = 1 FOOT
MATCH LINE - SEE SHEET 3
95TH AVENUE
N 00°36'53" E 2641.69'
FOUND 3" BRASS CAP IN POTHOLE
STAMPED 22282 CENTER OF
SECTION 16, T2N, R1E
1
EXISTING SITE WALL TO REMAIN.
2
NEW CURB AND GUTTER BY OTHERS.
3
NEW CONCRETE SIDEWALK BY OTHERS.
4
NEW CONCRETE DRIVEWAY BY OTHERS.
5
NEW CONCRETE SCUPPER AND SPILLWAY BY OTHERS.
6
NEW ASPHALT PAVEMENT.
7
NEW CONCRETE VERTICAL CURB.
8
NEW CONCRETE VERTICAL CURB AND GUTTER.
9
NEW VALLEY GUTTER.
10
NEW CONCRETE SIDEWALK.
11
NEW ACCESSIBLE ACCESS RAMP.
12
NEW CURB OPENING AND RIP RAP SPILLWAY.
13
NEW CURB OPENING AND CONCRETE GUTTER.
14
NEW TRASH ENCLOSURE AND CONCRETE APRON.
15
NEW MASONRY SCREEN WALL.
16
NEW WALL OPENING.
17
NEW STORM DRAIN INLET.
18
NEW STORM DRAIN PIPE.
19 NEW 120" DIAMETER CMP UNDERGROUND
STORMWATER RETENTION TANK.
LENGTH=160 LINEAR FEET
VOLUME=12,566 CUBIC FEET
20
NEW STORMTECH MC-3500 STORM WATER CHAMBERS.
TOTAL INSTALLED VOLUME = 2,280 CF.
21
NEW DUAL-CHAMBER DRYWELL.
22
NEW SINGLE-CHAMBER DRYWELL.
1
1
1
1
(54.72P)
[54.91TC]
[54.41G]
[54.70G]
[54.65G]
[54.85G]
[55.01G]
[55.25G]
[55.62G]
[56.32TC]
[55.82G]
(56.93P)
(55.82P)
(55.30P)
(54.70FG)
(57.20FG)
(57.50FG)
(57.00FG)
[55.50C]
[56.40C]
NEW BUILDING
FFE=1058.00
NEW BUILDING
FFE=1056.50
[56.40C]
[55.00C]
[56.48C]
[55.58C]
58.00TC
57.50P
57.40G
58.40TC
57.90P
57.90TC
57.40P
57.00P
57.60P
57.90TC
57.40P
57.25P
57.75TC
57.25P
57.00P
57.75TC
57.25P
57.00P
56.50RIM
57.20P
57.20G
57.35C
57.85C
57.85C
57.35C
56.60G
LP
56.35G
56.25G
56.50G
LP
55.90G
56.10P
56.35P
56.65G
57.00P
56.05P
55.30RIM
56.50TC
56.00P
55.90G
55.65G
55.60G
56.25P
56.85C
55.60P
55.60P
55.80P
55.85P
55.30RIM
56.10P
57.20P
56.50G
55.50G
56.05C
LP
56.80G
56.05P
55.85P
55.95G
LP
55.60G
[54.30INV]
AREA STORM WATER
OUTFALL ELEV=1055.58
57.50RIM
NEW RETENTION BASIN #2
PROV VOL=2,000 CF
TOP ELEV=1055.80
BOT ELEV=1054.80
55.70G
55.60P
55.80P
[56.15C]
[55.95C]
55.35RIM
55.80P
LP
55.30G
56.40TC
55.90P
55.50G
55.60P
56.40TC
55.90P
56.35TC
55.85P
55.50G
PROJECT STORM WATER
OUTFALL ELEV=1055.00
NEW RETENTION BASIN #4
PROV VOL=7,000 CF
TOP ELEV=1054.00
BOT ELEV=1052.00
57.05G
0.3%
57.10G
57.25P
1.3%
55.90P
56.20P
56.50P
55.80G
56.10P
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
G.B.
1055.80
1055.80
1054.80
1054.80
6:1
4:1
6:1
4:1
1055
1054
1053
1053
1054
1055
1056
1055
1054
1053
1052
1052
1053
1054
1055
1056
4:1
4:1
1057
1056
1055
1054
1054
1055
1056
1053
1052
4:1
4:1
1058.00
1057.50
1058.00
1057.50
CAMELBACK ROAD
S 89°58'56" W (R) S 88°17'31" W (M) 2667.72' (BASIS OF BEARING)
S 00°24'50" W
75.05'
2038.23'
EXISTING EASEMENT FOR
SIDEWALK FACITILITES
EXISTING 10' EASEMENT
FOR HIGHWAY PURPOSES
EXISTING 5.5 EASEMENT
FOR UNDERGROUND &
OVERHEAD POWER
N 02°08'27" E (R) N 00°24'50" E (M) 275.16'
N 02°08'27" E (R) N 00°24'50" E (M) 275.16'
N 02°08'27" E (R) N 00°24'50" E (M) 193.47'
N 89°58'56" E (R) N 88°17'31" E (M) 405.08'
S 89°58'56" W (R) S 88°17'31" W (M) 596.47'
2
3
2
3
3
3
4
4
6
6
6
6
7
7
7
7
7
7
8
8
8
7
8
9
10
10
10
10
10
11
11
11
11
11
11
12
12
14
15
15
15
15
16
17
17
17
18
18
18
19
20
22
5
16
75.14' ROW
69.9' 8" SEWER
55.4' BSW
49.4' BC
40.9' UGE
23.8' 8" WATER
6.2' 48" SEWER
FOUND 3" BRASS CAP IN POTHOLE
STAMPED 22282 CENTER OF
SECTION 16, T2N, R1E
13
6
6
7
7
7
7
7
9
10
10
11
12
12
14
15
15
15
15
15
16
18
17
14
18
18
17
10
10
TL
W
BF
W
BF
W W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
5
SHEET NUMBER
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
DS
JH
05-18-2022
22.040
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
KEYNOTES
3
0'
20'
40'
10'
SCALE: 1"=20'
C.I. = 1 FOOT
grading and drainage plan
1
EXISTING SITE WALL TO REMAIN.
2
NEW CURB AND GUTTER BY OTHERS.
3
NEW CONCRETE SIDEWALK BY OTHERS.
4
NEW CONCRETE DRIVEWAY BY OTHERS.
5
NEW CONCRETE SCUPPER AND SPILLWAY BY OTHERS.
6
NEW ASPHALT PAVEMENT.
7
NEW CONCRETE VERTICAL CURB.
8
NEW CONCRETE VERTICAL CURB AND GUTTER.
9
NEW VALLEY GUTTER.
10
NEW CONCRETE SIDEWALK.
11
NEW ACCESSIBLE ACCESS RAMP.
12
NEW CURB OPENING AND RIP RAP SPILLWAY.
13
NEW CURB OPENING AND CONCRETE GUTTER.
14
NEW TRASH ENCLOSURE AND CONCRETE APRON.
15
NEW MASONRY SCREEN WALL.
16
NEW WALL OPENING.
17
NEW STORM DRAIN INLET.
18
NEW STORM DRAIN PIPE.
19 NEW 120" DIAMETER CMP UNDERGROUND
STORMWATER RETENTION TANK.
LENGTH=160 LINEAR FEET
VOLUME=12,566 CUBIC FEET
20
NEW STORMTECH MC-3500 STORM WATER CHAMBERS.
TOTAL INSTALLED VOLUME = 2,280 CF.
21
NEW DUAL-CHAMBER DRYWELL.
22
NEW SINGLE-CHAMBER DRYWELL.
[56.86TC]
[56.36G]
[57.81TC]
[57.31G]
[58.59TC]
[58.09G]
[58.68TC]
[58.18G]
[58.82TC]
[58.32G]
[58.04G]
[58.20TC]
[57.70G]
[57.84G]
[58.15P]
[58.56TC]
[58.06P]
[57.74G]
[58.13TC]
[57.63G]
[58.42TC]
[57.92G]
[57.58G]
(58.82P)
(58.62P)
(58.58P)
(58.63P)
(58.76P)
(58.56P)
(58.53P)
(58.45P)
(58.11P)
(57.42P)
(58.38P)
(57.20FG)
NEW BUILDING
FFE=1058.50
NEW BUILDING
FFE=1058.70
(58.08C)
[58.50C]
[58.22C]
[57.45INV]
[57.50INV]
[58.80C]
[57.90C]
[58.90C]
[58.77C]
[57.45C]
58.50TC
58.00P
57.90G
58.42TC
57.92P
58.42TC
57.92P
58.40TC
57.90P
58.25TC
57.75P
58.40TC
57.90P
57.55P
56.95P
56.55G
58.40TC
57.90P
57.65P
57.15G
57.00G
57.30G
57.20G
57.00G
57.20G
57.25P
58.30TC
57.80P
58.30TC
57.80P
57.90P
LP
56.90G
58.40TC
57.90P
57.70P
57.75C
57.25G
57.15G
57.00G
LP
56.90G
57.35G
57.65G
58.40TC
57.90C
56.80G
56.45G
LP
55.95G
[56.18INV]
58.40TC
57.90P
AREA STORM WATER
OUTFALL ELEV=1057.30
NEW RETENTION BASIN #1
REQ VOL=9,886 CF
PROV VOL=14,500 CF
TOP ELEV=1057.00
BOT ELEV=1054.00
HWE ELEV=1056.00
57.10G
NEW RETENTION BASIN #2
REQ VOL= 6,902 CF
PROV VOL=14,800 CF
TOP ELEV=1057.00
BOT ELEV=1054.00
HWE ELEV=1056.00
57.10P
AREA STORM WATER
OUTFALL ELEV=1057.25
57.65P
57.65P
57.70G
57.10P
57.60P
57.30P
57.40P
57.20P
G.B.
G.B.
G.B.
G.B.
G.B.
1057
1056
1055
1054
1054
1055
1056
1057
1057
1058
1057
1056
1055
1054
1054
1055
1056
1057
4:1
6:1
6:1
4:1
4:1
4:1
6:1
6:1
2.5%
0.3%
5
5
5
1
1
2
2
2
2
2
2
3
3
3
3
CAMELBACK ROAD
MATCH LINE - SEE SHEET 2
S 89°58'56" W (R) S 88°17'31" W (M) 2667.72' (BASIS OF BEARING)
91ST AVENUE
S 00°24'50" W 2642.17
EXISTING 8'
EASEMENT FOR
ELECTRIC LINES
EXISTING 16' EASEMENT FOR
IRRIGATION FACILITIES
N 89°58'56" E (R) N 88°17'31" E (M) 405.08'
S 89°58'56" W (R) S 88°17'31" W (M) 596.47'
S 00°24'50" W 393.60'
42' ROW
22.2' BSW
16.2' BC
12.4' SD
7.2' 12" WATER
FOUND 3" CITY OF GLENDALE BRASS
CAP IN HANDHOLE (DEPTH = 0.40')
SOUTHEAST CORNER OF SECTION 16,
T2N, R1E
POINT OF COMMENCEMENT
MISSOURI AVENUE
N 88°16'26" E 2658.49'
FOUND 3" MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION BRASS
CAP IN HANDHOLE STAMPED 26411 EAST
QUARTER CORNER OF SECTION 16, T2N, R1E
S 44°21'09" W 57.60'
4
6
6
6
7
7
7
7
7
7
8
8
8
9
10
11
11
12
12
12
12
11
11
14
15
15
15
15
15
15
15
15
15
16
15
16
17
18
18
18
18
19
21
10
10
10
10
11
7
6
7
7
15
16
15
15
16
15
15
18
21
21
18
12
58.45TC
57.95C
0.4%
4.5%
57.60P
57.30G
2.5%
0.4%
C
C
C
W
BF
W
BF
W
BF
W
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
5
SHEET NUMBER
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
DS
JH
05-18-2022
22.040
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
4
onsite utility plan
PUBLIC WATER KEYNOTES
1
NEW 8" WATER MAIN STUB BY OTHERS.
2
NEW 2" SERVICE AND METER FOR DOMESTIC WATER
SERVICE.
3
NEW 1" SERVICE AND METER FOR LANDSCAPE WATER
SERVICE.
4
NEW 8"x6" TEE FOR FIRE LINE SERVICE.
5
NEW FIRE HYDRANT ASSEMBLY.
PRIVATE FIRE LINE KEYNOTES
1
NEW DOMESTIC BACKFLOW PREVENTER
2
NEW IRRIGATION BACK FLOW PREVENTER.
3
NEW PRIVATE DOMESTIC WATER LINE.
4
NEW 6" PRIVATE FIRE LINE.
5
NEW 6" BACKFLOW PREVENTER.
6
BUILDING MOUNTED FDC.
PRIVATE SEWER KEYNOTES
1
NEW 8" SANITARY SEWER MAIN STUB BY OTHERS.
2
NEW 8" PRIVATE SEWER MAIN.
3
NEW PRIVATE SEWER MANHOLE.
4
NEW 6" PVC SDR-35 SEWER SERVICE.
95TH AVENUE
N 00°36'53" E 2641.69'
FOUND 3" BRASS CAP IN POTHOLE
STAMPED 22282 CENTER OF
SECTION 16, T2N, R1E
NEW BUILDING
FFE=1058.00
NEW BUILDING
FFE=1056.50
CAMELBACK ROAD
S 89°58'56" W (R) S 88°17'31" W (M) 2667.72' (BASIS OF BEARING)
S 00°24'50" W
75.05'
2038.23'
EXISTING 10' EASEMENT
FOR HIGHWAY PURPOSES
EXISTING 5.5 EASEMENT
FOR UNDERGROUND &
OVERHEAD POWER
N 02°08'27" E (R) N 00°24'50" E (M) 275.16'
N 02°08'27" E (R) N 00°24'50" E (M) 275.16'
N 02°08'27" E (R) N 00°24'50" E (M) 193.47'
N 89°58'56" E (R) N 88°17'31" E (M) 405.08'
S 89°58'56" W (R) S 88°17'31" W (M) 596.47'
75.14' ROW
69.9' 8" SEWER
55.4' BSW
49.4' BC
40.9' UGE
23.8' 8" WATER
6.2' 48" SEWER
FOUND 3" BRASS CAP IN POTHOLE
STAMPED 22282 CENTER OF
SECTION 16, T2N, R1E
MATCH LINE - SEE SHEET 5
1
1
3
2
4
5
3
2
4
5
5
2
1
3
4
1
2
3
4
5
4
4
TL
W
BF
W
BF
W W
BF
BF
DATE
NO.
REVISION
OF
4450 north 12th street
suite 228
phoenix, arizona 85014
p: 623.282.2498
e: jphunt@cypresscivil.com
5
SHEET NUMBER
PRELIMINARY IMPROVEMENT PLAN for
NWC 91ST AVENUE AND CAMELBACK ROAD
NWC 91ST AVENUE AND CAMELBACK ROAD GLENDALE, ARIZONA
53640
JEFFREY P.
HUNT
C
E
R
T
I
F
I
C
A
T
E
N
O
.
D
a
t
e
S
i
g
n
e
d
.
.
A
R
I
Z
O
N
A
,
U
.
S
.
A
.
DRAWN:
DESIGNED:
CHECKED:
DATE:
JOB NO:
PT
DS
JH
05-18-2022
22.040
THESE PLANS ARE PRELIMINARY AND ARE NOT FOR CONSTRUCTION OR RECORDING
5
onsite utility plan
PUBLIC WATER KEYNOTES
1
NEW 8" WATER MAIN STUB BY OTHERS.
2
NEW 2" SERVICE AND METER FOR DOMESTIC WATER
SERVICE.
3
NEW 1" SERVICE AND METER FOR LANDSCAPE WATER
SERVICE.
4
NEW 8"x6" TEE FOR FIRE LINE SERVICE.
5
NEW FIRE HYDRANT ASSEMBLY.
PRIVATE FIRE LINE KEYNOTES
1
NEW DOMESTIC BACKFLOW PREVENTER
2
NEW IRRIGATION BACK FLOW PREVENTER.
3
NEW PRIVATE DOMESTIC WATER LINE.
4
NEW 6" PRIVATE FIRE LINE.
5
NEW 6" BACKFLOW PREVENTER.
6
BUILDING MOUNTED FDC.
PRIVATE SEWER KEYNOTES
1
NEW 8" SANITARY SEWER MAIN STUB BY OTHERS.
2
NEW 8" PRIVATE SEWER MAIN.
3
NEW PRIVATE SEWER MANHOLE.
4
NEW 6" PVC SDR-35 SEWER SERVICE.
NEW BUILDING
FFE=1058.50
NEW BUILDING
FFE=1058.70
CAMELBACK ROAD
MATCH LINE - SEE SHEET 4
S 89°58'56" W (R) S 88°17'31" W (M) 2667.72' (BASIS OF BEARING)
91ST AVENUE
S 00°24'50" W 2642.17
EXISTING 8'
EASEMENT FOR
ELECTRIC LINES
EXISTING 16' EASEMENT FOR
IRRIGATION FACILITIES
N 89°58'56" E (R) N 88°17'31" E (M) 405.08'
S 89°58'56" W (R) S 88°17'31" W (M) 596.47'
S 00°24'50" W 393.60'
42' ROW
22.2' BSW
16.2' BC
12.4' SD
7.2' 12" WATER
FOUND 3" CITY OF GLENDALE BRASS
CAP IN HANDHOLE (DEPTH = 0.40')
SOUTHEAST CORNER OF SECTION 16,
T2N, R1E
POINT OF COMMENCEMENT
MISSOURI AVENUE
N 88°16'26" E 2658.49'
FOUND 3" MARICOPA COUNTY
DEPARTMENT OF TRANSPORTATION BRASS
CAP IN HANDHOLE STAMPED 26411 EAST
QUARTER CORNER OF SECTION 16, T2N, R1E
S 44°21'09" W 57.60'
1
1
2
3
4
2
3
4
5
1
2
3
4
5
1
2
3
4
5
6
1
2
3
4