HomeMy WebLinkAboutOV121313TOWN OF ORO VALLEY
DEVELOPMENT & INFRASTRUCTURE SERVICES DFPARMENf
1100O N. LA CANADA DRIVE, ORO VALLEY, AZ. 85787
PHONE: (520) 229-4800 FAX: (520) 742-1022
vv.orgvalle clis.corn
1.1 FINALI IREVIEW
APPLICATION
Application Type:
u Full CDRB Final Site Package
❑ Final Site Plan
u Final Architecture — Commercial
u Final Architecture — Model Home
LANDSCAPE PLANS
Name of Project; CVS PHARMACY #10006
Applicant Information:
Applicant *:
Name:
KATHLEEN WALP
Firm: JACOBS ENGINEERING
Address: 101 N. 1ST AVE, SUITE 3100
City: PHOENIX State: AZ Zip; 85003
Telephone: 602-723-532EPa, 602-253-1202
Email: kathi . walp@j acobs . com
Consultant:
Name:
Firm:
Address:
City:
Telephone:
Email:
Consultant:
Name:
Firm:
Address:
City:
Telephone:
Email:
(Discipline)
State: Zip:
_ Fax:
(Discipline)
State: _
Fax:
Zip:
Office Use ON
OV Case #: CA
(�� :) "1 10
to Final Public Artwork
to Revised Development Plan
u Revised Preliminary Plat
Li Final Plat
* If more than one, attach list
Property Owner(s) if different from Applicant *:
Name: CHRIS CZYZ
Firm: ARMSTRONG DEVELOPMENT
Address: 2121 W . CHANDLER BLVD # 10 6
City: CHANDLER State: AZ Zip: 85224
Telephone: 6 0 2- 3 8 5- 410 OFax:
Email: ccZyz@agoc . cbm
Consultant:
Name:
Firm:
Address:
City: -
Telephone:
Email:
Consultant:
Name:
Firm:
Address:
City:
Telephone:
Email:
(Discipline)
State: Zip:
Fax:
(Discipline)
State: Zip:
Fax:
Subject Property Information:
I
Address: SEC Oracle & 1st Avenue Parcel/Tax Code: _
Subdivision / Commercial Center Name: San dorado development
Book/Page or Sequence Number: 51 / 7 6 Lot Number(s)
Legal Description:
SectionlTownship/Range: 7 / 12 S / 14 e Area of Property: 2.37
Existing Land Use: vacant
Proposed Land Use: commercial development cvs pharmacy
Project Des criptionlNarrative:
I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's
authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances
governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to
violate or cancel the provisions of any other federal, state or local law for which this project may be subject to.
Notice: It is the applicant/owner's responsibility to ensure all rules and regulations are adhered to. Applicants should
contact their Home Owners Association, property management, and appropriate outside agencies.
Ws
Applicant's Signature Print Name Date
Note all submittals are due by 4:00 p.m. or it will be processed the next day.
Submittals will be reiected if:
• Not folded using Pima County fold & collated;
• There are missing items on the checklist unless otherwise approved by Planning Division Manager or Town Engineer.
• Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of
submittal.
Proiect Conformance Office Use Only
Existing Zoning: Existing General Plan Designation: Overlay District:
Proposed Use in Conformance with Zoning: .....
......................................... ..................... ................... ❑ Yes ❑ No ❑ N/A
Proposed Use in Conformance with General Plan Designation: ............................................................. ❑ Yes ❑ No ❑ N/A .
'I
Previous Applications Relating to this Property:
GP Amendment(s): Public Art
Rezoning(s): Signs
Conditional Use Permit(s): Communication Facilities
Board of Adjustment Case(s): Pre -Application Case(s)
Plat/Development Plan(s):
---- III
Architecture Case(s):
1.2 SUBMITTAL CHECKLIST:
All submittal requirements are included herein. The Final Design Package is submitted in two stages:
• Post -Town Council Submittal, followed by
• Construction Documents submitted for permit
Please note additional site specific information may be required at staff discretion.
❑ Town of Oro Valley Final Review Plan Fees
Refer to the TOV Development Services Fee Schedule at:
http:/Mrww.orovalleyaz.,qov/Assets/ assets/DIS/Permitting/Development+Services+Fee+Schedule, pdf
❑ Additional GIS fees
Submittal Type:
❑ Response letter noting how each Town Council Condition of Approval, staff comment, and agency
comment has been addressed for each plan component
❑ Final Site Plan (Only) - Size 24"X 36" (# of copies as noted in approval letter)
❑ Provide plan in .dwg (CAD) or .shp (ESRI shape file) format.
❑ Final Architectural Design Plan (Only): (5 copies)
❑ Architectural elevations — Color, Size 11" X 17",
❑ Building cross sections — Black and white, Size 11" X 17"
❑ Color & materials palette — Size up to 11" X 17"
❑ View of Building rooftop — Color, Size up to 11" X 17"
❑ Site Cross Sections — Color, Size up to 11" X 17"
❑ Final Public Art Plan (Only): (5 copies)
❑ Public Artwork Location — Size 1 VX 17"
❑ Public Artwork Design — Color, Size up to 11"X 17" or 8 1/2" X 11"
• Artwork Installation Schedule — Black and White, Size 8 1/2" X 11"
❑ Final Maintenance Plan — Black and White, Size 8 1/2" X 11"
❑ Final Itemized Budget— Black and White, Size 8 1/2" X 11"
• Copy of Contract— Black and White, Size 8 1/2" X 11"
❑ Evidence of Insurance — Black and White, Size 8 1/2" X 11"
LY Final Landscape and Buffer yard Plans — Size 24" X 36" (4 copies)
❑ Final Irrigation Plans — Size 24" X 36" (5 copies)
• Rainwater Harvesting Plan — Size 24" X 36" (4 copies)
❑ Any additional reports or materials (3 copies)
❑ Final Plat (when required) - Size 24" X 36" (# of copies as noted in approval letter)
• Civil Improvement Plans (construction documents; at risk if submitted prior to approval of FSP) — Size
24" X 36" (5 copies)
❑ Building Plans (construction documents; at risk if submitted prior to approval of FSP) — Size 24" X 36"
(7 copies for commercial or multi -family; 3 copies for model homes). By separate application; please
see Permitting Checklist.
The following items must be provided as noted in approval letter:
❑ Conditions, Covenants &Restrictions (3 copies)
❑ Stormwater Pollution Prevention Control Plan (2 copies)
❑ Riparian Mitigation Plan (2 copies)
❑ Final Traffic Impact Analysis Report (2 copies)
❑ Geological Technical Report (2 copies)
❑ Drainage Report (2 copies)
❑ Phase 1 Environmental Assessment (2 copies)
❑ Odor Abatement Plan (2 copies)
❑ Assurances
❑ Title Report, current within 30 days, including Schedule B items with all associated documents (2
copies)
❑ Boundary closure calculations with coordinate reference to identifiable points (1 copy)
❑ Final plat or revision to lot line: provide plan in .shp (ESRI shape file) format.
❑ For re -submittals and subsequent staff reviews, the number of copies shall be noted in staff comment
letter, plus one copy for the file
Submittals will be rejected if:
o They are not folded using Pima County fold & collated.
o There are missing checklist items, unless otherwise approved by Planning Division Manager or
Town Engineer.
o A written narrative summary describing the purpose of submittal and a response letter is not
provided.
NOTE: Submittals received after 4:00 p.m. will be processed the next business day.
LEY q
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Development and Infrastructure Services
July 22, 2013
Dan Castro
Planner
Rick Engineering Co.
3945 E. Fort Lowell Rd., Suite 111
Tucson, AZ 85712-1046
Via email: dcastro(a)_rickengineering.com
RE: Second Review: Final Landscape & Irrigation Plan for CVS Pharmacy at San
Dorado, located on the east side of Oracle Road at First Avenue, OV1213-13.
Dear Dan,
Staff has reviewed the second submittal of the landscape and irrigation plan and has no
additional comments. Therefore, the plan is approved as of this date. For certification, please
submit full size Mylars of all plan sheets.
Please feel free to contact me with any questions.
Sincerely,
Matt Michels, AICP
Senior Planner
cc: OV Development Technicians
David Laws, OV Permitting
Encl: Engineering memo
Golder Ranch Fire District memo
S:\PERM PLU S\DOCS\OV 1213-13\P_app rova 1071913.doc
CVS PHARMACY
AT SAN DORADO
OV1213-13
Final Landscape Plan
2nd Submittal
Marvin Miller
July 3, 2013
The Town of Oro Valley Permitting Division has no additional Engineering comments
related to the Final Landscape Plan (2nd Submittal) for CVS Pharmany at San Dorado.
If you have any questions, please contact me at (520) 229-4823.
en g-fl p-02-aprvd-20 13 0703
GOLDER RANCH FIRE DISTRICT
CommunityServices Division 5
'qA N C�
International Fire Code Compliance Review
TO: Town of Oro Valley Building Safety Division
FROM: Chris Kiel, Plans Examiner
DATE: July 2, 2013
PROJECT: CVS Pharmacy landscape plan
TOV PERMIT #: OV1213-13
REVIEW: Fire Code Compliance Review of Building Permit Application Documents
Second Review Received on: June 14, 2013
Review Status: Approved
The Building Permit Application of the above referenced project is in review for compliance with the Town of Oro Valley
and Golder Ranch Fire District Fire Code and Standards.
Building Permit Application Fire Code Review Comments —
The documents submitted for permit review are in compliance with the fire code. Approved.
Approval of plans and specifications shall not be construed to be a permit for, or approval of, any violation of any
provisions of the Fire Code and shall not be deemed to nullify any provisions of local, state, or federal law, regulation,
or code.
Please email or call me with any questions related to any of the above Fire Code comments.
Chris Kiel, Plans Examiner
Golder Ranch Fire District & Town of Oro Valley
(520) 825-5968 ckielQgolderranchfire. org
Golder Ranch lire District - Community Services Division 3885 E. Golder Ranch Dr.; Tucson, Arizona 85739
520-818 1017 Fax 520 825 8043 www. o dzrranchtire_.�rg ckiel(ccigolderranchfire.org
Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977.
Serving as the Fire Marshal for the Town of Oro Valley since 1999.
GOLDER RANCH FIRE DISTRICT�o�oF9 a
� v t
Community Services Division
ANC
International Fire Code Compliance Review
TO: Town of Oro Valley Building Safety Division
FROM: Chris Kiel, Plans Examiner
DATE: May 20, 2013
PROJECT: CVS Pharmacy landscape plan
TOV PERMIT #: OV1213-13
REVIEW: Fire Code Compliance Review of Building Permit Application Documents
First Review Received on: April 29, 2013
Review Status: Not Approved
The Building Permit Application of the above referenced project is in review for compliance with the Town of Oro Valley
and Golder Ranch Fire District Fire Code and Standards.
Building Permit Application Fire Code Review Comments —
AII corrections must be made to the permit application documents and new complete revised sets shall be resubmitted.
All changes shall be highlighted by using clouds and deltas, noting the revision date in the title block. A written,
narrative response shall be provided to each fire code compliance issue noted below.
2.1 General
2.1.1 The current submittal indicates that landscaping will be installed along the southern and eastern faces of the
building where the Fire Department Connection (FDC) and the fire riser access door are to be located
respectfully. Please revise the landscape plan to provide a minimum 3' clear path to the FDC per IFC Section
912.3 and a similar path to the riser room access door per IFC Section 903.3.8.
Please email or call me with any questions related to any of the above Fire Code comments.
Chris Kiel, Plans Examiner
Golder Ranch Fire District & Town of Oro Valley
(520) 825-5968 ckiel angolderranchfire.org
cc: Owner (notification postcard)
Golder Ranch Fire District - Community Services Division 3885 E. Golder Ranch Dr.; Tucson, Arizona 85739
520-818-1017 Fax 520-825-8043 www.golderranchfire.org ckiel(a)olderranchfire.org
Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977.
Serving as the Fire Marshal for the Town of Oro Valley since 1999.
2" DECOMPOSED GRANITE
NOTE: PLACE STAKES OUT OF
UNION (TYP.)
-2
10" ROUND VALVE PIT BY
SCAFFOLD LIMBS &ROOT BALL.
NOTE:
FINISH GRADE
BROOKS #1100 OR EQUAL.
3 STAKES REQUIRED.
FINISH GRADE TO BE 1" BELOW TOP OF MOWSTRIP IN
STEEL ENCLOSURE
REDUCED PRESSURE
~� •'° • '' • " "
LAWN AREA AND 2" BELOW AT DG AREAS.
REFER PREVENTOR REFER TO
IRRIGATION KEY
,'� �.
` ` \j `. r `' ;�. r
NOTE: HT. VARIES. TOP TIE
4" MIN.
.�''
1 /4" DISTRIBUTION TUBE,
FINISHED GRADE
SHOULD BE PLACED NO HIGHER
INSULATION WRAP
`,ti,'r "=" ' 5' MAXIMUM LENGTH
THAN NECESSARY TO HOLD
SHRUB / GROUNDCOVER AREA
4" THICK CONC. PAD—
ROOT BALL
COMPACTED SUBGRADE
TREE UPRIGHT.
NOTE: ROOT COLLAR FLUSH
WITH FINISHED GRADE.
S D
1/2" RADIUS TYP.
TURF AREA-
1
12" LARGER THAN 6 MIN.
ENCLOSURE. SLOPE
ELBOW
TO DRAIN.
-.,•f: PLANT PIT
12" �r .. MULTI -OUTLET EMITTER:
.. :d ','.
,.' ;;�....• s;�"' :�- LOCATE ON UPHILL
;
"" -"' '""': '�
4'``
> / r.
< r v
``
FIN. GRADE BOTH SIDES
LOCK BY
;" SIDE OF PLANT
/� `'/` + ' /
v r / %y r CENTERLINE. RAINBIRD���,�r„`.`
% ;'' 'rf{ -
`` �x�A �:, , ., ,, r" 8" CORRELATED PIPE
1 /2" I.D. RUBBER HOSE. TIE
z
2% N 2%_�,_ OWNER
e / , / /�/ r
�� �. XBT-10-6PC
</'>/,%✓ r ' ; i,;,. r LENGTH AS REQUIRED.
WITH DOUBLE STRAND 10
#
1 a
<°CL'31
_F
\a• ' ,i ,
I�VC'PI E
GALVANIZED WIRE
`` U`
PLANT CENTERLINE
1 x4 x18 REDWOOD BOARD
u \ ✓ ° 4 ° :. r11 4" OR 6"
\;
4' ` `'' ` '
�`ri
GALVANIZED PIPE DIA. + 2'
IRRIGATION LINE
PLANT TABLETS. PLACE WITHIN
• :` TOP 2' OF FINISH GRADE. SEE
SPECIFICATIONS FOR QUANTITIES
r ,r,
°
? 4'�� i.
.`
PIPE DIA. + 2" FITTINGS P.V.C. SLEEVE
P.V.G. SLEEVE TYP.
1 %2" SCH 40 PROVIDE EVENLY SPACED DISTRIBUTION
PVC TEE OR POINTS AROUND TREE. FOLLOW EMITTER
r
'
,1
EL SCHEDULE FOR QUANTITIES.
Lr .� SCH. 80 COUPLING
` a o
r
BACKFILL - PREPARED
r r r•f r, r, >,.
f/
c .
THRUST BLOCKSn",
NOTES:
_
EMISSION 15, GAL. 5 1 GPH EMITTERS
}
_.,• TOPSOIL. SEE SPECS.
`. f '"f ;.
r,- ��.
r j
CONCRETE HEADER <..Y , Yrrc, `'
PVC PIPE AS NEEDED PVC PIPE
1. EMITTER TUBING
POINTS SHALL BE EQUALLY SPACED 24 BOX 7-1 GPH EMITTERS
k '� /i�, f r PVC SCH. 80 TO NIPPLE
j" f '
z .` a^\� �'�� y'"
` >•
PVC MALE PVC MALE
AND LOCATED TO DIRECT WATER 30„ BOX 9-1 GPH EMITTERS
36 BOX 16-1 GPH EMITTERS
BRASS GATE VALVE.
NOTE: PLANT TREE NO DEEPER
FIBERGLASS REINFORCED
ADAPTOR ADAPTOR
FLOW TO PLANT ROOTBALL. 42" BOX 20-1 GPH EMITTERS
SIZE TO IRRIGATION PIPE
THAN ROOTBALL. NO WELL IS
CONCRETE
2. AT LEAST ONE EMITTER TUBE TO BE 48" BOX 20-1 GPH EMITTERS
NECESSARY.
Twice Width
95% COMPACTED SUBGRADE
NOTE: INSTALL PER C.O.T. WATER STANDARD 1802
LOCATED WITHIN 4 INCHES OF PLANT 56" BOX 20-1 GPH EMITTERS
60' BOX 20-1 GPH EMITTERS
1/2" - 3/4" WASHED ROCK
of Rootball NOTE: IF TREE TIES ARE USED
CENTERLINE. 66" BOX 20-1 GPH EMITTERS
FOUR HOLES OPEN
4" IN DEPTH
TO HOLD TRUNK STRAIGHT, TREE
72" BOX 20-1 GPH EMITTERS
INITIALLY.
IN
WILL BE REJECTED.
TREE PLANTING DETAIL_ NTs
EXTRUDED CONCRETE NTS
�
BACK FLOW ASSEMBLY NTs
'� �
M U LT —OUTLET EMITTER NTs
'� 7
GATE VALVE DETAIL_ NTs
1
rj
HEADER
[TREES]
FIN. GIRD. PIPE AND
NOTE:
1. SIZE & COLOR OF DECOMPOSED
GRANITE NOTED ON MATERIALS LIST.
ELECTRIC VALVE
10' PLASTIC VALVE BOX
VALVE BOX WITH
COVER
FINISH GRADE/TOP OF MULCH
MAINLINE, LATERAL WIRE CONC. SLAB
24-V WIRE PIPE SLEEVING
+
° 4
IS
2. PRE -EMERGENT SHALL BE APPLIEDTO FINISH GRADE
— FINISHED GRADE
18"
WARNING
OF MULCH & TO
_
24„
2" DEPTH - DECOMPOSED
BEFORE INSTALLATION LANDSCAPE
LANDSCAPE MULCH AFTER INSTALLATION.
WYE STRAINER W/
HOSE BIB
11 f I HOSE BIB WITH HANDLE
/�-
TAPE 4„
26" 24
GRANITE
COUPLING
STAINLESS LA
4°
PVC
(1 OF 2)
a 0 4"
- FINISH GRADE
HEADER
i' ` ; �` 1`
!'
2"x2"x24" REDWOOD STAKE
3-INCH DEPTH OF 3/4-INCH
4'
ti PLANT TABLETS. PLACE WITHIN
i f
y ��4�; • lr TOP 2" OF FINISHED GRADE. SEE
LANDSCAPE MULCH
APPROVED
FINISHED GRADE PRE -EMERGENT
_ -- PVC LATERAL TO EMITTERS
�� WASHED GRAVEL
O --BRICK (1 OF 2)
a po� o o`o �
4'
EXCAVATED PIPE WIRIJ
SPECIFICATIONS FOR QUANTITIES
DEPTH PER SPECS
MATERIAL SLEEVE SLEEVE
PVC SCH. 80 NIPPLE
O a d
o� ®
BEDDING & COVER
IF
BACKFILL - NATIVE SOIL
,r>
24-VOLT WIRES FROM
�`
MATERIAL
Twice Width
..
y
�� CONTROLLER. 2' COIL
IN BOX.
---NON-WOVEN LANDSCAPE FABRIC
PVC LATERAL PIPE
NOTES:
1. SLEEVE ALL PIPE AND WIRE SEPARATELY.
of Rootball
;� �� 'Ef
4 f , 12" PEA GRAVEL SUMP
�---SCH
2. ALL PIPE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
"SNAKE"
NOTE: PLANT SHRUB NO
`l
80 PVC NIPPLE, TBE (LENGTH
UNSLEEVED PLASTIC PIPE IN TRENCH. PROVIDE A MIN.
OF 2" CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES.
DEEPER THAN ROOTBALL.
--- 6 PEA GRAVEL
SC���S�'VC SLIP X FPT EL
3. ALL 120-V WIRING SHALL BE INSTALLED IN ACCORDANCE WITH
NO WELL IS NECESSARY.
SCH 40 PVC STREET EL
LOCAL CODE REQUIREMENTS. TAPE AND BUNDLE 24-V WIRE
--- PVC MAIN LINE PIPE
EVERY 10' AND PROVIDE LOOSE 20" LOOP AT ALL CHANGES
OF DIRECTION OVER 30 DEGREES.
SHRUB PLANTING DETAIL IN
6
LANDSCAPE MULCH(D.G. NTs
�
10 DRIP VALVE ASSEMBLY DETA -TS
14
FLUSH CAP ASSEMBLY NTs
18
TRENCHING DETAIL NTS
2
PLANT ALL GROUNDCOVER
PVC LATERAL
6" PLASTIC VALVE BAX
SPECIFIED ON PLANS IN
TRIANGULAR LAYOUT AS
NOTE:
DISTRIBUTION POINT - EQUAL SPACING
-- --FINISHED GRADE
SHOWN
+
1 TON AVERAGE SIZE. SEE LANDSCAPE
TREE CANOPY
DECOMPOSED GRANITE
PLANS FOR SPECIFICS ON EXACT SIZES
/ -I
r
DIMENSION 'Y' EQUALS .86 OF
AND QUANTITIES.
•
PLANT PIT
SUBGRADE
} -.. DIMENSION 'X'. (SEE PLANT
-
SCHEDULE FOR SPACING.)
r • ROOTBALL
- - -
��;���,�`�'X J ':Cf,. �r' y��`� f�i�'3/�•" PVC SCH, BO
1/4" DISTRIBUTION TUBING
NIPPLE (T.O.E.)
FINISH GRADE'
HEADER / SIDEWALK /
\ • PROVIDE EVENLY SPACED DISTRIBUTION
` POINTS AROUND TREE. FOLLOW EMITTER
PVC 90 DEGREE ELL -
CURB / WALL
SCHEDULE FOR QUANTITIES.
SCH. 40 (S.S.)
PLAN
�%.
15, GAL. 5-1 GPH EMITTERS
24' BOX 7-1 GPH EMITTERS
30" BOX 9-1 GPH EMITTERS
o PVC TEE OR ELL -
�'- P
` o SCH. 40 (S.S.)
-r USED-
36" BOX 16-1 GPH EMITTERS
�r�
TREE MITTER 42" BOX 20-1 GPH EMITTERS
.� PVC LATERAL
FINISHED GRADE
a \ v
, v;�, > `
rr ti ROUNDED AND
��� ' tiff✓ SMOOTHED 3:1
48" BOX 20-1 GPH EMITTERS
56' BOX 20-1 GPH EMITTERS
/ 60 BOX 20-1 GPH EMITTERS
r" '
t,
i f
MAX. SLOPE
66" BOX 20-1 GPH EMITTERS
/
�� PRESET PRESSURE REGULATOR
PREPARED BACKFILL
SEE SPECIFICATIONS
�, �
r SET BOULDERS 1 /3
/'�.; ��� ` �` `
72" BOX 20-1 GPH EMITTERS
`� . , EMITTERS ONE EMITTER AT EDGE
���` 3/4" PVC SCH. 80 NIPPLE (T.O.E.)
fly
r., INTO EARTH TO
OF ROOTBALL AND PLANT PIT.
PVC SCH. 40 TEE OR ELL
ROOTBALL
RESEMBLE NATURAL'
S' MAX. POLY LENGTH
( )
CLASS 200 LATERAL
FORMATION
\
pOCE
ROOTBALL
M TTER
SECTION width of Rootball
PLANT PIT
RAVEL
A6'P
SHRUB EMITTER
MINIMUM DEPTHEA
GROUNDCOVER PLANTING NTs
7
NTs
11
NTs
1
PRESET PRESSURE I�; rs
NTs
3
BOULDER PLACEMENT
EMITTER LOCAT O�
J
DETAIL
REGULATOR
FINISHED GRADE AT
ROUNDED MORTAR CAP
SINGLE -OUTLET EMITTER: LOCATE
LAWN AREAS
ON UPaHILL SIDE OF PLANT
DECOMPOSED GRANITE
#4 HORZ. CONT. IN BOND BEAM
CENTERLINE. RAINBIRD XBT-10PC
= _ _ _ :;.►—
8X8X16 CMU (TYP)
4"-6" SHRUBS AND
PLASTIC VALVE BOX
o
SOLID GROUT ALL CELLS
GROUNDCOVER; 18"
.. r 00 /. QUICK COUPLER VALVE
CONTAINING REBAR.
FOR TREES`
�.
`lfrh l \�
OFF -SITE ON -SITE
.
.. '
�:' °' �•' :..: .. �... .' 2" DECOMPOSED GRANITE
? ` `r BACKFILL W/ PEA GRAVEL
-NOT USED -
STUCCO SAND FINISH AND
'
1„ GALV. PIPE PVC SCH. 80 NIPPLE.
3'-0 PAINT TO MATCH BUILDING
,' f •
r ;' :� > FINISH GRADE
;.� ....
\j�`�ti/ ;. t
36 LONG r SIZE AS REQUIRED
r� ( )
SIDEWALK
(OR AS REQ'D}
1 /2" PVC SCH 40
err PVC TEE OR ELL
, �. �✓ �;, �• <,y�/'
# 4 VERT. C�? 32' O.C.
CENTERED IN WALL
::'
12° .;'; MALE ADAPTER
ROOT BALL
r1' ". + `::e;�
PRE-FAB SWING III
JOINT WITH
'F^
/
`
FINISH GRADE
g"
,.s,;•r., ,;
`
:..=�•�t'=.•�-=;•� PLANT PIT
ELASTOMERIC PVC SCH. 40 PIPE
SEALED ACME SIDE VIEW
2" DECOMPOSED GRANITE/
LAWN AREA
r' ` 95% COMPACTED
A' ""J: �,x
THREADS
FINISH GRADE
SUBGRADE
� �, �,.
8" MIN.---:; r ri, J r�/
%`,�'�\ �'
4
"••' ••��" •
PLANT CENTERLINE
TIE VALVE TO PIPE PVC SCH. 80 NIPPLE.
W/ MIN. 24" LENGTH (SIZE AS REQUIRED)
#14 DIRECT BURIAL
LASCO PRE SWING JOINT
NOTE:
" ° r ' `'
10 l/tir/�
1 /2" CL 315 PVC PIPE
COPPER WIRE W/ ELASTOMERIC SEALED
CONTROL WIRE
( )
ALL LANDSCAPE AREAS ALONG PUBLIC STREETS
TO HAVE A CONTINUOUS SWALE AS SHOWN OR AS
rr;r 3-#4 HORZ. CONT.
(TYP)
1 2" SCH 40 PVC TEE
/
OR ELL
= ACME THREADS
REQUIRED TO BLEND WITH GRADING CONCEPTS.%'
` \ ��� <1'
I
NOTE: 90 DEGREE ELL MAY BE USED IN LIEU OF 45
1" GALV. PIPE PVC SCH. 40 PIPE
TOP VI EW NOTE:
3" CLEAR 1'-6" x 10"
DEGREE IF PLANTER WIDTH 1S LESS THAN SHOWN.
COAT ALL THREADED CONNECTIONS
MIN. (TYP) CONCRETE FOOTER
(EXCEPT ACME) WITH TEFLON TAPE
4
SWALE DETAIL NTs 8
CMU SCREEN WALL SECTION
SINGLE GLE OU TL_ET EM I TTER NTs
1 F 1
QUICK COUPLER VALVE NTs
��
SHRUBS] -
DETAIL
-
_
REF. CASE # OV1213 13
phar.�.
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER: 062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blvd
suite 11
scottsdale, onzona 85251
COPYRIGHT 2013
NEILL+YOUNG ASSOCIATES
Call at least two full working day.
before you be in excavation.
I I , f
AAmnt Rim 5lrtn Inc.
Dial 8-1-1 or 1$00-STAKE-IT (782-5348)
in Marleopa County: (602) 263.1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 385-4101
SEAL:
37964
JOSEPH M.
YOUNG
6-12-13 i
40" ( v // EXPIRES: 09/30/14
THIS WING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
CITY DOTS 6/`12/13
DRAWING BY: imy
DATE: 08/
JOB NUMBER:
TITLE
SHEET NUMBER:
L-3 4 OF 7
LANDSCAPE PLANS
Specifications for Nursery Tree Quality
These specifications are derived from the Urban Tree Foundation and the
western chapter of the International Society of Arboriculture.
I. Proper Identification
All trees shall be true to name as ordered or show on the planting plans and
shall be labeled individually or irgroups by species and cultivar (where
appropriate).
II. Compliance
All trees shall comply with federal and state laws and regulations requiring
inspection for plant disease, pests and weed. Inspection certificates required by
law shall accompany each shipment of plants. Even though trees may conform
to county, state, and federal laws, the Qner or Landscape Architect may impose
additional requirements.
III. Tree Characteristics at the time of sale or delivery
A. Tree Health
As typical for the species/cultivar, trees shall be healthy and vigorous, as
indicated by an inspection for the following:
1. Trees shall be substantially free of pests (insects , pathogens, nematodes or
other injurious organisms).
2. An inspection of the crown, trunk, and roots shall find the following
characteristics:
a. Crown Form: The form or shape of the crown is typical for a young
specimen of the species/cultivar. The crown is not significantly deformed
by wind, pruning practices, pests or other factors.
b. Leaves: The size, color and appearance of leaves are typical for the time
of year and stage of growth of the species/cultivar. Leaves are not
stunted, misshapen, tattered, discolored (chlorotic or necrotic) or
otherwise atypical.
c. Branches: Shoot growth (I ength and diameter) throughout the crown is
typical for the age/size of the species/cultivar. Trees do not have dead,
diseased, broken, distorted or otherserious branch injuries.
d. Trunk: The tree trunk should be fairly straight (except for "mulfitrunk"
trees), vertical and free of wounds, (except properl-ynade pruning cuts),
sunburned areas, conks, (fungal fruiting bodies), wood cracks, bleeding
areas, signs of boring insects, g ails, cankers/lesions and girdling ti es.
e. Tree height and trunk diameter are typical for the age, species/cultivar and
container size.
f. Roots: The root system is free of injury from biotic (insects, pathogens,
etc.) and abiotic agents (herbicide toxicity, salt injury, excess irrigation,
etc.). Root distribution is uniform throughout the soil mix or growth media
and growth is typical for the species/cultivar.
B. Crown
1. Central Leader. Trees shall have a single relatively straight central leader
and tapered trunk, free of co -dominant stems and vi gorous, upright branches
that compete with the central leader. If the original leader has been headed,
a new leader at least 1/2 (one -half) the diameter of the original leader shall be
present. Maintaining a single, central leader is preferable. Heading a nd
retaining a leader is acceptable. Heading without retaining a leader is
unacceptable.
2. Main Branches (scaffolds): Branches should be distributed radially around
and vertically along the trunk, forming a generally symmetrical crown typical
for the sped es.
a) Main branches, for the most part, shall be well spaced.
b) Branch diameter shall be no greater than 2/3 (two -thirds) the diameter of
the trunk, measured 1 " (one inch) above the branch.
c) The attachment of scaffold branches shall be free of included bark.
3. Temporary branches: Temporary branches should be present along the
lower trunk, particularly for trees less than 1 -1 /2" (one and one-half inches) in
trunk diameter. They should be no greater than 3/8" (three -eighths inch) in
diameter. Heading of temporary branches is often necessary to limit their
g rowth.
C. Crown
1. Trunk diameter and taper shall be sufficient so that the tree will remain
vertical without the support of a nursery stake.
2. The trunk shall be free of wounds (except property -made pruning cut s),
sunburned areas, conks (fungal fruiting -bodies), wood cracks, bleeding areas,
signs of boring insects, falls, cankers and/or lesions.
3. Trunk diameter at 6" (six inches) above the soil surface shall be within the
diameter range shown for each container s ize below:
Container Size Trunk Diameter (inches)
#5 (gallon) ......................... 0.5" to 0.75"
# 15 (gallon) ....................... 0.75" to 1.5"
24 inch box ........................ 1.5 to 2.5"
Note: See plant schedule for required minimum trunk caliper. Reference may
also be made to ANA tree standards.
D. R oats
1. The trunk, root collar (root crown) and large roots shall be free of circling
and/or kinked roots. Soil removal near the root collar may be necessary to
inspect for circling and/or kinked roots.
2. The tree shall be well rooted in soil mix. When the c ontainer is removed, the
rootball shall remain intact. When the trunk is carefully lifted both the trunk
and root system shall move as one.
3. The upper -most roots or root collar shall be within 1" (one inch) above or
below the soil surface.
4. The rootball periphery should be free of large circling and bottom -matted
roots. The acceptable diameter of circling peripheral roots depends on
species and size of rootball. The maximum acceptable size of circling roots
may be required by the Ownerfor the species (if necessary).
E. Moisture Status
At time of inspection and delivery, the rootball shall be moist throughout. The
crown shall show no signs of moisture stress as indicated by wilted, shriveled or
dead leaves or branch dieback. The roots shall show no signs o f excess soil
moisture conditions as indicated by poor root growth, root discoloration,
distortion, death or foul odor.
F. Inspection
The O wner or Landscape Architect reserves the right to reject trees that do not
meet specifications as set forth in the guidelines or as specified by the buyer.
If a particular defect or substandard element or characteristic can be easily
corrected, appropriate remedies shall be required. If destructive inspection of a
rootball(s) is to be done, the O wner and contracto r shall have a prior agreement
as to the time and place of inspection, minimum number of trees or percentage of
a species or cultivar to be inspected , and financial responsibility for the inspected
trees.
Delivery
The Owner or Landscape Architect wil i stipulate how many days prior to delivery
that notification is needed for inspection of plants at their nursery yard.
Definition of Terms:
Co -dominant - Two or more vigorous and upright branches of relatively equal
size that originate from a common po int, usually where the leader has been lost
or removed.
Crown - The above ground part of the tree including the trunk.
Cultivar - A named plant selection from which identical or nearly identical plants
can be produced, usually by vegetative propagation ar cloning.
Girdling root - A root that partially or entirely encircles the trunk and/or buttress
roots, which could restrict growth and downward movement of photosynthate
and/or water and nutrients up.
Included bark - Bark embedded within the crotch between a branch and the
trunk or between two or more stems that prevents the formation of a normal
branch bark ridge. This often occurs in branches with narrow -angled
attachments or branches resulting from the loss of the leader. Such attachments
are weakly attached and subject to splitting out.
Kinked root - A primary root(s), which is sharply bent, causing a restriction to
water, nutrient, and photosynthate movement. Kinked roots may compromise
the structural stability of root systems,
Landscape Archite ct -- The project registered landscape architect or their
designated Agent.
Leader - The dominant stem which usually develops into the main trunk
Owner -- The property Owner, Developer or their Agent authorized to contract for
work and authorize payment to contractors and suppliers.
Photosynthate - Pertains to sugar and other carbohydrates that are produced
by the foliage during photosynthesis, an energy trapping process.
Root collar - The flared area at the base of a tree where the roots and trunk
merge. Also referred to as the "root crown" or " root flare".
Shall - Used to denote a practice that is mandatory.
Should - Used to denote a practice that is recommended , and if not followed
can be grounds for rejection of part or all of the nursery stock by the Owner or
Landscape Architect.
Scaffold branches - Large, main branches that form the main structure of the
tree.
Temporary branch - A small branch that is retained temporarily along the lower
trunk of young trees. Temporary branches provide photos ynthate to increase
trunk caliper and taper and help protect it from sunburn damage and mechanical
injury. Such branches should be kept small and gradually removed as the trunk
develops.
Trunk - The main stem or axis of a tree that is supported and nouri shed by the
roots and to which branches are attached.
[END]
.4
' I
preferable
preferable
preferable
unacceptable
unacceptable
unacceptable
M
Good Not as Good
preferable
Main branches
shall be well -
spaced
Branch diameter
shall be no greater
than 2/3 diameter
of the trunk
scaffold branches
shall not have
"included bark"
Trunk diameter and
taper shall allow the
tree to remain vertical
without a nursery stake
"Temporary branches"
shall be present on the
lower trunk for trees less
than 1 Y2" trunk diameter.
They may be headed
unacceptable
The root collar and large
roots shall be free of
circling and/or kinked roots.
Destructive testing may
be required to demonstrate
acceptable root formation
Heading and
retaining a
leader is
acceptable
4
Heading without
retaining
a leader is
unacceptable
1
Maintaining a single,
central leader
is preferable
s
pnarnuaW.
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER: 062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blv
suite 1d1
scottsdale, anzona 85251
COPYRIGHT 2013
NEIEL+YOUNG ASSOCIATES
Call at least two fail working days
before ou begin excavation.
lrlmnat �s>�. Mc
Dial 8-1-1 or 1-800-8TAKE4T (782,5348)
In Marleopa CoLinty: (602) 263-1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 385-4101
SEAL:
�ODSCA,o
I CATr
o � 0 9��
y
37964
JOSEPH M. m
0� YOUNG `)
o, 6-12-13
P
A
EXPIRES: 09/30/14
THIS WING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
Cr" COMMEM $� �
DRAWING BY:
DATE: ply$
JOB NUMBER:
TITLE: SAN DORADO PAD A
SPECIFICATIONS
SHEET NUMBER:
L-4 5 OF 7
REF. CASE # OV1213-13
LANDSCAPE PLANS
SECTION 02900
LANDSCAPE WORK
PART GENERAL
A. Section Includes: Incidental and landscape grading, planting and related items as indicated or specified. See Irrigation System for coordination
with this work.
B. "CA" refers to Construction Administrator designated by the Owner.
C. Refer to plan notes and details for specifications for play equipment installation, special construction, lawn sodding, lawn and revegetation seeding,
lawn stolonizing, palm installation, saquaro installation, and other indicated work.
D. Salvage, maintenance and re -planting of native material from this site is not covered by this section.
E. Follow details provided for tree and shrub installation.
F. Coordinate with irrigation installation to correctly place tree emitters for optimum growth. Ensure that irrigation is supplied to keep all planted
material in a healthy growing condition.
G. Approval of plans by the local reviewing authority, and/or the issuance of plans for bidding, shall signify Owner's review of the work, and that the
Owner accepts and approves of all construction shown on the plans and specified herein.
H. Conform to 1997 Uniform Building Code Chapter 33, "Site Work, Demolition and Construction," Appendix Chapter 4 Division 1 "Barriers for
Swimming Pools, Spas and Hot Tubs" and other applicable sections governing site construction work.
1.02 SUBMITTALS
A. General:See General Notes if applicable.
B. Certificates: Submit inspection certificates by state, federal and others indicating the origin and health of the plant material in duplicate. Submit
affidavit that the inspection certificates refer to the plant material installed.
C. Samples: CA reserves the right to take and analyze samples of materials for conformity to specifications at any time. CA also reserves the right to
refuse any material not in accordance with specifications.
D. Record Drawings: Contractor shall submit Record Drawings for landscape, lighting, irrigation system, sleeving under roads and structures, and
other construction shown on these Plans.
E. Plant Materials List,
1. Plant procurement confirmation list indicating nursery source size and quantity of purchased plant material. Lists shall be submitted a minimum of 4
weeks prior to scheduled installation date. Substitution requests for unavailable material shall be identified at this time.
2. Confirm availability and health of salvaged plant material and submit status report to CA and Owner 4 weeks minimum prior to scheduled
installation.
F. Decomposed Granite: Submit (1) 2-pound sample of granular granite mulch material for Owner's approval.
1.03 QUALITY ASSURANCE
A. Plant material shall be reviewed by the CA prior to removal from source nursery and again prior to planting. CA reserves the right to refuse any
plant material that is unacceptable. Contractor shall notify CA 48 hours minimum prior to plant shipment.
B Quality and size shall conform with the current edition of "Horticultural Standards" for number one grade nursery stock as adopted by the American
Association of Nurserymen, and "Recommended Average Tree Specifications" by the Arizona Nursery Association Growers Committee.
C All plant materials shall be placed in their location for review by the CA or marked with flags which are permanently marked with the appropriate
plant symbol; or, plants in containers placed where they are to be planted. CA may direct the moving of plant locations once prior to planting.
D. Provide a written auarantee per 3.05 of this section.
E. Contractor shall not install any plants that are "rootbound," damaged, disproportionate in size to sizes listed in "Recommended Average Tree
Specifications," deformed, freeze -burned, heat -stressed or otherwise defective.
F. Contractor shall be held responsible for defective trees arising from improper nursery practices, including plants that are rootbound, grown with a
height disproportionate to the trunk diameter and/or container size, trees with trunks that cannot stand without support poles or guys, trunk -shading
due to use of a trunk -bound support stake, girdled or deformed by nursery tape or wire, and trees that fail to thrive, grow contorted and/or are
unreasonable prone to blow -down.
1.04 DELIVERY, STORAGE AND HANDLING
A Each tree, shrub, groundcover flat, container of fertilizer, seed, or other construction material shall be labeled by grower or manufacturer as
separate items. One copy of delivery ticket for bulk deliveries of mulch, granite, topsoil, etc., shall be provided to the CA.
1.05 PROJECT CONDITIONS AND UNIT COSTS
A. The Contractor shall finish grade the site to conform to grading plans prior to landscape work, to within 2 inches of finished grade for areas to
receive granite mulch Verify specific grading requirements with CA prior to initiating work Planting areas shall be free of waste and debris over 3
inches in anv direction to a depth of 6 inches below final grade.
B. Stockpile locations shall be as designated by the CA.
C. Protection: Protect workers and the public from hazards created during construction. Protect work from damage, erosion and trespass. Maintain
temporary barries in proper condition.
D. Water: Contractor shall be solely responsible for ensuring that all planting is sufficiently watered to promote vigorous growth until maintenance is
asumed by the Owner at Final Acceptance or at the end of a contracted maintenance period.
E. Plant Quantities: Provide unit costs for all plants, installed & waaranteed. Unit costs shall apply to either the ADDITION or DELETION of plants. If
differences occur between quantities of plants shown on plan and in the plant list, the plants shown on the Drawings shall be considered the correct
number of plants to be supplied. Notify the CA immediately should discrepancies be found. Provide unit cost for the addition of drainage chimneys to
tree pits as described in Part 3.
F. Frost Conditions: Suspend planting work and protect unplanted plant material when frost is reasonably to be expected based on National Weather
Service or local weather reports or when temperatures below 33 degrees F are anticipated. DETERMINE RESPONSIBILITY FOR REPLACEMENT
OF FROST -DAMAGED AND FROST -KILLED PLANTS PRIOR TO START OF WORK. Re -start planting operations upon approval of CA.
PART 2 PRODUCTS
2.01 MATERIALS
A Plant Material: Furnish plant species and size as indicated on the Drawings. Substitutions in plant species or size can be made only by written
approval of the CA.
B Trees, shrubs and groundcovers: Grown in pots, tubs, cans, boxes, or flats as indicated. Plants shall have sufficient roots to hold earth intact after
rootball is removed from the container. "Rootbound" and otherwise defective plants shall not be provided by the Contractor. Plants shall be approves
or rejected at the CA's discretion for damage, health, form, and size upon delivery or, if required, before planting. Plant materials that are poor in
health or damaged prior to substantial completion and during the warranty period will be identified and shall be replaced in -kind by the Contractor
within 7 days of written notice.
C. Decomposed Granite Mulch: Submit sample for approval.
D. Planting Tabs: Agriform (20-10-5): Place Agriform 21 gram slow -release fertilizer tablets with Minor Elements spaced along the side of each plant pit as shown, at rates indicated in 3.01, this section.
E. Water: Use clean, fresh water free from impurities injuious to vegetation. Water for planting puposes shall be supplied by Owner. Contractor to provide all hoses, connections, and other equipment necessary to transport
water from source to required locations.
F. Boulders:
1. Boulders shall be "surface select" naturally weathered granite boulders, not quarried or cracked, Rock Resources or equal, supplied in nominal weights from 0.5 to 4 tons, set by rock -claw so that position may be carefully
adjusted during setting. Other types of rock may be called for on the plans, such as sandstone.
PART 3 EXECUTION
3.01 INSTALLATION
A. Fine grade all planting areas as indicated on the Drawings, to within 2" of finished grade in those areas that shall receive granite mulch. Verify specific limits and requirements with CA prior to initiating landscape Work.
Provide incidental grading of all areas adjacent to curbs or sidewalks 2.5 inches below paved surface where granite mulch is specified, and 1 inch where granite mulch is not specified. Provide the appropriate subgrade prior
to installation of mulch. Perform all "Landscape Grading" shown on plans, keyed to adjacent top -of -curb elevation.
B. Site preparation: Remove all weed growth from areas to be planted. If weed control is needed, use carefully -applied contact -herbicide, Roundup or equal, applied by hand sprayer sufficiently before planting to avoid
damage to new plants. Apply pre -emergent herbicide Surflan or equal per manufacturer's recommendations in all areas to receive granite or other mulch.
C. Pits for container grown plant material shall be excavated to a width of 3 times the width of the rootball of the plant being planted, measured at finished grade. Pit may be 1.5 times the size of container at the bottom of the
pit. SAMPLE PITS: Dig sample pits and flood with water to determine areas where drainage chimneys should be installed in consultation with the CA. If tree pits do not drain in 12 hours, obtain authorization from CA to
install drainage chimneys, which shall be at least 12 inches in diameter and four feet depth below the bottom of the planting pit and filled with free -draining gravel or crushed rock.
D. Planting: Remove plants from containers without disturbing the rootball. Check EACH plant for rootbound condition and girdling roots, and cut sides of root mass to a depth of 1 inch to break up root mass. Set plants in
pit, cradling and supporting the rootball. Use special planting details for palms, saquaro cactus, request these details from CA if not provided in Construction Documents.
E. Backfilling: Backfill pit with native soil free from stones over 3 inches in any dimension. When the plant is set and the backfill has been tamped and water settled, the crown of the rootball shall be 1/2 to 1 inch above
grade finish. Fertilizer tablets shall be placed approximately 6" below finish grade in quantity as follows:
1. 1 per one gallon plant.
2. 2 per five gallon plant.
3. 3 per fifteen gallon plant.
4. 5 per plant 24-inch box size.
5. 6 per tree 36-inch box size.
6. 8 per tree 48-inch box size or larger.
F. Pruning: Prune each tree and shrub to preserve the natural character of the plant per American Standard for Nursery Stock, as published by the American Association of Nurserymen. Prune to remove all suckers,
deadwood, and broken or badly bruised branches.
G. Revegetation Seeding: As specified or noted on plans.
H. Remove "nursery stakes".
I. Upon completion of planting and irrigation, stake multi -stemmed trees with 3 stakes as detailed, sinle-trunk trees with 2 stakes as detailed, and restore finished grades by raking.
J. Decomposed granite mulch: Apply and rake to finished grade after pre -emergent herbicide is applied, typical depth = 2 inches. Thoroughly water granite to settle the fines. Hand broadcast with shovels where finished
areas transition to native soil.
3.02 CLEANING AND ADJUSTING
A. At the completion of construction clean all pavements and structures. Leave site in clean condition, free from waste, debris, loose dirt, etc. Clean the construction site daily to remove hazardous conditions and conditions
that may generate blowing dust or debris.
3.03 FIELD QUALITY CONTROL
A. CA shall inspect and approve the following prior to proceeding with subsequent work:
1. Preparation - At completion of grading and prior to planting, grading tolerances and soil preparation shall be checked for conformance to Plans and Specifications.
2. Layout - Layout of plants, bolders, and all other items shall be approved by the CA.
3. During planting - check for quality of plants, condition of roots, evidence of damage or instability.
4. Preliminary "punch list" review after "substantial completion."
5. Final "punch list" - listing all items needing completion or correction before Final Acceptance" can be granted.
6. Final site walk - after the completion of all items on the final punch list. Issuance of Final Acceptance shall begin the Owner's maintenance of the work and the start of the Contractor's warranty period.
3.04 MAINTENANCE
A. Water: Contractor shall be solely responsible for ensuring that all planting is sufficiently watered to promote vigorous growth.
B. Weed and Pest Control: Maintain planting beds (all areas with granite mulch) in a weed -free condition until end of Maintenance period per 3.04 C below. Weeding may be done manually or by the use of selective
herbicides. No herbicide shall be used without Owner's prior consent. Use only approved herbicides in accordance with manufacturer's recommendations. If selective herbicides are used, extreme caution shall be observed
so as not to damage other plants. Spraying shall be done only under windless conditions. Disease and pest control: Disease and insect damage shall be controlled by the use of fungicides and insecticides, subject to the
Owner's prior consent.
C. Maintenance shall begin immediately upon installation of work, and shall end at Final Acceptance unless extended by contract. During the maintenance period the Contractor shall be solely responsible for maintaining the
work.
D. Maintain empty plant containers with plant identification flags in place until such time as any originally specified or substitution plant materials become available.
3.05 GUARANTEE
A. All work executed under this Section shall be guaranteed to be free of defects in materials and workmanship and suitable for its intended purpose for a period of one year (365 days) after Final Acceptance.
B. All planting shall be guaranteed to be in a healthy and thriving condition at the completion of the warranty period.
C. Replace dead plants and plants not in vigorous condition within 7 days of notification by Owner during guarantee period. Replaced plants shall be subsequently guaranteed for 360 days following date of replacement.
D. Repair all defective materials and Work as directed by the Owner during guarantee period.
END OF SECTION
P �l
ARIZONA-131013 - LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER 062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blvd
suite 11
Scottsdale, arizona 85251
COPYRIGHT 2013
NEILL+YOUNG ASSOCIATES
Can at least two tun working days
before ou be in ex vathm.
a i
am ML
Dial 6-14 or 14M-6TAKE4T (762-63") In Marloopa County: (602) 2M1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 385-4101
SEAL:
o�_kNDSCAp 1.
F ICATr
�.���
37964 a
Q� JOSEPH M.
YOUNG
o� 6-12-13
P
A
EXPIRES: 09/30/14
THIS WING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
CITY COMUENITB 6/12113
DRAWING BY: .y
DATE: 0®%2Q,NS
JOB NUMBER:
TITLE: SAN DORADO PAD A
SPECIFICATIONS
SHEET NUMBER:
L-5 6 OF 7
REF. CASE # OV1213-13
LANDSCAPE PLANS
IRRIGATION SPECIFICATIONS
PART I - GENERAL
1.01 WORK INCLUDED
Work of this Section generally includes a provision of an underground irrigation s stem including the following-
1
9 Y P 9Y 9
. Trenching, stockpiling excavation materials, and refilling trenches.
2. Complete systems including but not limited to piping, backflow preventer, assemblies, valves, fittings, heads, controller wiring, and
final adjustments to ensure efficient coverage as determined by Consultant.
3. Water connections.
4. Replacements of unsatisfactory materials.
5. Clean-up, inspection, and approval.
6. Tests.
1.02 REFERENCES
Perform Work in accordance with requirement of Conditions of the Contract and Division 01 - General Requirements as well as provisions of all
applicable laws, codes, ordinances, rules and regulations_ Conform to requirements of reference information listed below, except where
more stringent requirements are shown or specified in Contract Documents.
1. American Society for Testing and Materials (ASTM) - Specifications and Test Methods specifically referenced in this section.
2. Underwriters Laboratories (UL) - UL Wires and Cables.
1.03 QUALITY ASSURANCE
Installer Qualifications - Installer shall have had considerable experience and demonstrated ability in the installation of irrigation system(s)
of specified type(s) in a neat, orderly, and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability,
experience, and financial stability necessary for this project, submit if requested by Consultant, prior to contract award the following:
1. List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include:
a. Name of project.
b. Location.
c. Owner.
d. Brief description of work and project budget.
2. Current company financial statement.
Special Requirements:
a. Tolerances - Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for
removal of finish grade treatment, refilling, recompaction, and repair of finished grade treatment.
b. Coordination with Other Contracts - Protect, maintain, and coordinate Work with Tasks under other sections.
c. Damage to Other Improvements - Contractor shall replace or repair damage to grading, soil preparation; seeding, sodding, or planting done
under other Sections during work associated with installation of irrigation system at no additional cost to the Owner.
d. Work involving substantial plumbing for installation of backflow preventers, copper service, and related work shall be executed by licensed
and bonded plumber(s), performed in accordance with all prevailing codes and regulations.
e. Work involving connection to, installation, or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded
electrician, performed in accordance with all prevailing codes and regulations.
1.04 SUBMITTALS
Prepare and make submittals in accordance with conditions of the Contract prior to installation.
CONSTRUCTION RECORD DRAWINGS (As-Builts):
1. At onset of irrigation installation the contractor shall secure from the landscape architect one clean bond copy of irrigation plan, to use as
Project Record Print. At end of every day, revise Project Record Print for all work accomplished that day in RED ink. Project Record Print
shall be brought up-to-date at close of working day on every Friday by a qualified draftsperson. One up-to-date print shall be mailed
to Consultant on Monday of each week. The Project Record Print plan(s) shall be available at the Project Site for review. Upon completion of
Project, contractor shall submit Project Record Print for review, prior to final acceptance. Dimension from two permanent points of reference,
(building corners, sidewalks, road intersections, or permanent structures), location of the following items:
a. Connection to existing water lines.
b. Routing of pressure supply lines (dimension every 100 feet along the routing).
c. Electric control valves.
d. Quick coupling valves.
e. Drip line blow-out stubs.
f. Control wire routing (if not with pressure supply line).
g. Other related equipment as directed by Consultant.
Contractor shall provide a Digital version of the Project Record Print with ALL changes, additions and modifications performed during the project
installation. This digital file shall be compatible with the Adobe Acrobat` format (also known as Portable Document Format or PDF), and submitted
on a single -session, closed CD-ROM disc in the ISO-9660 format to Consultant. Each sheet is to be saved into separate PDF files.
Contractor shall also provide both a hard copy and Electronic Form version of the Controller Data Sheets to the Consultant. Hard copy and
Electronic Forms shall be provided to the Contractor by Coates Irrigation Consultants Inc.
'Several vendors provide for the scanning of oversize documents such as plans into the Adobe Acrobat format. If required, contact
Coates Irrigation Consultants Inc. for recommended vendors.
2. Consultant will not certify any pay request submitted by the Contractor if the as -built drawings are not current, and processing of
pay request will not occur until as-builts are updated. Also, if Data Sheets and As -Built drawings are not given to the Consultant within the
specified time frame, Consultant shall collect the data for programming purposes, and charge the Contractor for time and materials.
3. Prior to scheduling walk-through for substantial completion, Contractor is to submit all as -built information to the Consultant for approval.
CONTROLLER CHARTS - Do not prepare controller charts until record (as -built) drawings have been approved by the Consultant.
1. Provide controller chart, automatic controller.
a. Controller drawing may be same size reproduction of the record drawing, if scale permits fitting them inside the controller door without
folding drawing. If photo reduction prints are required, keep reproduction to maximum size possible to retain full legibility. Chart may
also be Controller Data Sheet as for central -satellite systems, if approved by Consultant.
b. Controller chart shall be bond print of actual as -built system, showing area covered by that controller, or Controller Data Sheet showing
information on each station, and with complete description of each station's location.
c. Identify area of coverage of each remote control valve, using a distinctly different pastel color for each zone. Highlight heads, lateral piping,
and control valves.
d. Following review of controller drawings by Consultant, hermetically seal each chart between two layers of 20 mm thick clear plastic.
e. Controller chart shall be completed and approved by Consultant prior to final completion walk-through of irrigation system.
f. Attach approved controller chart to inside of each controller door using self adhesive velcro strips.
CENTRAL CONTROL SYSTEM PROCEDURES: (If shown on plans):
1. Contractor shall be responsible to provide and install all specified central control equipment to result in a complete and working system,
whether or not all appurtenances are shown on plans. System shall include central computer; data output unit (CCU), satellite controllers;
all grounding and surge protection; radio equipment if specified; communication cable wiring if specified, master valves and flow sensors
if specified; and weather station if specified.
2. Following installation of each controller, contractor shall record all station data on a "Data Sheet" provided by the Consultant. This data
shall include the type and quantity of irrigation devices on each station, nozzle type, arc, area of control (turf, trees, shrubs, etc.).
valve size, gpm, location, etc. as shown on the Data Sheet.
3. Prior to final walk-through for each area of the project, contractor shall confirm that the following has been accomplished:
a. Construction record drawings per 1.04.1.
b. Data Sheets for Controllers.
c. Proper communication between computer and output unit (CCU).
d. Proper communication between output unit (CCU) and Satellite Controllers.
e. Proper communication between Flow Sensors and Monitors.
f. Verify continuity on all communication cables.
g. Arrange for the certification of "RainSafe" controller cabinets by Horizon and for Rain Bird to confirm components
for extended warranty (if applicable).
4. Extended Warranty: Rain Bird's Five -Year Professional Warranty` includes the following:
a. Extends the conditions of the three-year, over-the-counter product warranty to five years.
b. It shall insure that an authorized Rain Bird representative will be at the job site within 24 hours of notification of a product problem.
c. Warranty includes a five-year product and labor warranty. If the product fails to meet Rain Bird specifications, and the Rain Bird
representative is unable to resolve the deficiency, the product will be replaced at no cost to the client with the product of their choice.
This includes Contractor's labor for product replacement at their normal hourly rates.
d. In the event of a product problem, and the Consultant is required to spend additional time not covered by their contract as a result
of this problem, then Rain Bird will reimburse the Consultant for time and materials at their normal hourly rates.
`Project Qualification&
a. The Consultant must be currently certified as an irrigation designer by the Irrigation Association, the American Society of Irrigation
Consultants, or licensed in the project state to practice landscape architecture which includes irrigation design.
b The project must consist entirely of Rain Bird products where applicable (i.e.: excluding pipe, fittings, & wiring). If any competitive
products are INSTALLED on the project, the warranty will be the standard trade warranty as delineated in the Rain Bird product catalog.
c. The Rain Bird representative must be notified in the event of a product problem at least twenty-four (24) hours prior to an in -field meeting
d. Installation must be certified by authorized Rain Bird representative in conformance to plans.
Operation Manual:
Submit 3 sets of Operations Manual to Consultant for approval, prior to scheduling the final completion walk-through. Manual is to include
the following in a 1 x 3 ring binder:
1. Index sheet stating project name, and listing Contractor name, address, phone number, and contact person. Include same information for
Primary Sub -Contractors.
2_ Manufacturer cut sheets for all material components of irrigation system. Highlight or circle specific models or items.
1.05 DELIVERY, STORAGE and HANDLING
Deliver, unload, store and handle materials, packaging, bundling, products, in dry conditions,or a weatherproof manner, to prevent damage,
breakage, deterioration, intrusion, ignition, and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer
name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and replace cracked, broken,
fire or job site damage
or contaminated items or elements prematurely exposed to moisture inclement weather, snow, ice temperature extremes,
P Y P Pl g
Handlingof PVC Pie Exercise care in handling, loading and storing of PVC pipe.
. All PVC pipe shall be transported in a vehicle which allows
P 9. 9 9 PP PP P
the entire length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been
dented or damaged shall be discarded, and if installed, shall be removed and replaced with new piping.
1.06 JOBSITE CONDITIONS
Protection of Property:
1. Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work in this Section. In the event
damage does occur, all damage to inanimate items shall be completely repaired or replaced to the satisfaction of the Owner. All injuries
to living plants shall be repaired by the Owner, and all costs of such repairs shall be charged to and paid by the Contractor.
2. Protect buildings, walks, walls, and other property from damage. Flare and barricade open ditches. Damage caused to asphalt, concrete, or
other building material surfaces shall be repaired or replaced at no cost to the Owner. Restore disturbed areas to original condition.
Existing Trees:
1. All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand
or by other methods so as to prevent damage to limbs or branches.
2. Where it is necessary to excavate adjacent to existing trees, use all possible care to avoid injury to trees, and tree roots. Excavation in areas
where 2 inch and larger roots occur shall be done by hand. Roots 2 inches and larger in diameter, except directly in the path of pipe conduit,
shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated
close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts
through roots. Roots 1 inch and larger in diameter shall be painted with two coats of "Tree Seal". Trenches adjacent to trees shall be closed
within 24 hours, and when this is not possible, the side of the trench adjacent to the tree shall be kept shaded with moistened burlap or canvas.
Protection and Repair of Underground Lines:
1.Request proper utility company to stake exact location (including depth) of all underground utilities. Take whatever precautions necessary
to protect these underground lines from damage. In the event damage does occur, all damages shall be repaired by Contractor unless
other arrangements have been made.
Replacement of Paving and Curbs - Where trenches and lines cross existing roadways, paths, curbing, etc., damage to these shall be kept
to a minimum and shall be restored to original condition.
1.07 WARRANTY/GUARANTY
Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee
workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with the manufacturer/distributor.
Settling of backfilled trenches which may occur during guaranty period shall be repaired by Contractor at no expense to the Owner, including
complete restoration of damaged property.
Expenses due to vandalism before substantial completion shall be borne by Contractor.
Owner or representative maintenance company will maintain turf and planting areas during warranty period, so as not to hamper proper operation
of the irrigation system.
1.08 MAINTENANCE
Furnish the following maintenance items to Owner prior to final Acceptance:
12 sets of special tools required for moving, disassembling, and adjusting each type of sprinkler head and valve supplied on this project
2.2 keys for each automatic controller.
3. 3 quick coupler keys and matching hose swivels.
1.09 EXTRA STOCK
In addition to installed system furnish the following items to Owner:
1. 4 per 100 installed drip emitters of each type used.
2. 2 pop-up heads of each type used.
PART 11-PRODUCTS
2.01 MATERIALS
General Piping:
Note: All piping for reclaimed water systems shall be purple colored, or wrapped with reclaimed "sock" or reclaimed marking tape, and main
lines shall have detectable reclaimed marking tape in trench 12" above top of pipe.
1. Pressure Supply Lines (downstream of backflow prevention units) - Class 200 PVC, Solvent Weld Belled End for 2-1/2" and smaller,
and rubber-nng joint for 3" and larger with ductile iron fittings.
2. Non -pressure lines - Class 200 PVC, Solvent Weld Belled End.
3. Drip Piping - 1/2" Class 315 PVC, Solvent Weld unless otherwise specified on plans.
4. Emitter Tubing - by emitter manufacturer.
Plastic Pipe and Fittings:
1. Identification Markings:
a. All pipe to be identified with following indelible markings:
1) Manufacturer's Name.
2) Nominal pipe size.
3) Schedule or class.
4} Pressure Rating.
5) NSF (National Sanitation Foundation) seal of approval.
6) Date of extrusion.
b. All fittings including valve taps for rubber -ring pipe shall be cast or ductile iron, rubber -ring joint for PVC.
2. Solvent Weld Pipe - Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784:
cell classification 12245 B, Type 1, Grade 1.
a. Fittings - Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, cell classification 12454-B.
1) Threads - Injection molded type (where required).
2) Tees and ells - Side gated.
b. Threaded Nipples - ASTM D2464, Schedule 80 with molded threads.
c. Joint Cement and Primer - Type as recommended by manufacturer of pipe and fittings.
Low Pressure/Volume Systems:
1_ Emitters as indicated on drawings.
2. Drip Piping - manufactured of polyvinyl chloride compound conforming to ASTM D2241 and ASTM D1784. Type 1, Grade 1.
3. Fittings - Schedule 40 PVC, or as recommended by piping manufacturer.
4. Drip Valve Assembly - Type and size shown on drawings.
a. Wye Strainer - Plastic/Fiberglass construction with 150 mesh nylon screen and blow out assembly.
b. Control Valve - 2-way, solenoid pilot operated type made of synthetic, non -corrosive material; diaphragm -activated and slow closing.
Include freely pivoted seat seal; retained (mounted) without attachment to diaphragm.
c. Pressure Regulator - Plastic/Fiberglass construction, preset type with pressure setting per drawings.
Copper Pipe and Fittings:
1. Copper Pipe - Type K hard tempered.
2. Fittings - Wrought copper, solder joint type.
3. Joints - Soldered with solder, 45% silver, 15% copper, 16% zinc, and 24% cadmium and solids at 1125 F and liquids at 1145F.
Brass Pipe and Fittings:
1. Brass Pipe - 85% red brass. AMSI Schedule 40 screwed pipe.
2. Fittings - Medium brass, screwed 125 pound class.
Quick Coupling Valves - Brass two-piece body designed for working pressure of 150 psi, operable with quick coupler. Equip quick coupler with
locking rubber cover (purple for reclaimed water if specified).
Valve Boxes:
Note: All box covers for reclaimed water systems shall be purple colored, and marked for reclaimed. Otherwise, valve box color
to be selected based upon a review of the location and adjacent material by Owner and Landscape Architect prior to installation.
1.Drip Line Blow-out Stubs, and Wire Stub Box - Carson #910-12.
2. 1-inch through 2-inch Control Valves - Carson #1419-13B.
3. Drip Valve Assemblies - Carson #1419-13B.
4. Control Wiring Splices - Carson #910-12.
5. Main Line Gate Valves - Carson #910-12.
6. Air-Reilef Valves - Carson #1419-13B.
7. Manual Drain Valves - Carson #1419-13B.
8. Pressure Reducing Valves - As shown on detail.
Electrical Control Wiring:
1. Low Voltage:
a. Electrical Control Wire - AWG OF UL approved No. 14 gauge direct -burial copper wire for all control wires, and No. 14 gauge direct -burial
copper wire for all common wires.
b. Wire Colors:
1} Control Wires - Red.
2 Common Wires - White.
3) Master Valve Wires - Blue and yellow.
4) Future Wires - Same as control and common wire (labeled at terminations). Two per controller unless noted, at each extreme end.
c. If multiple controllers are utilized, and wire paths of different controllers cross each other, both common and control wires from each
controller shall be different colors approved by Consultant.
d. Control wire connections and splices shall be made with 3M direct -bury splice, SureSplice SK 12-14 connectors, or approved similar dry
splice method.
2. High Voltage - Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced.
Sprinkler Heads - As shown on drawings. Purple caps or nozzles for Reclaimed Water use.
Electric Control Valves - As noted on drawings. Purple handles for Reclaimed Water use.
Pipe bedding material - Construction grade sand approved by Consultant.
Automatic Controller - As shown on drawings.
Backflow Preventer - As shown on drawings.
Manual Drain Valve - As shown on drawings.
Air -Relief Valve - As shown on drawings.
Pressure Reducing Valve - As shown on drawings.
Master Control Valve - As shown on drawings.
Flow Sensor and Monitor or Transmitter - As shown on drawings.
Pump Station - As shown on drawings.
PART III - EXECUTION
3.01 INSPECTION
Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory
conditions have been corrected.
Grading operations, with the exception of final grading, shall be completed and approved by Owner prior to staking or installation of any
portion of irrigation system except sleeving.
3.02 PREPARATION
Staking shall Occur as Follows:
1. Mark with powdered lime or marking paint routing of pressure supply lines, and flag heads and control valve locations for first series of zones
as directed by Consultant. Contact Consultant a minimum of 48 hours in advance and request a review of staking. Consultant will review staking and
direct changes if required. Staking review does not relieve installer from coverage problems due to improper placement of heads after staking.
Install sleeving under all asphalt paving and concrete walks, prior to the installation of concrete or paving operations, to accommodate piping and
wiring. Compact backfill around sleeves to 95% Standard Proctor Density within 2% of optimum moisture content in accordance with ASTM D1557_
Trenching - Trench excavation shall follow, as much as possible, layout shown on Drawings. Dig trenches straight, and support the pipe continuously on the
bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over -excavated
as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for the type of piping being installed
1. Clearances:
a. Piping smaller than 3 inches - Trenches shall have a minimum width of 7 inches. 12 inches for 3" and larger pipe.
b. Line clearance - Provide not less than 6 inches of clearance between each line, and not less than 12 inches of clearance between lines of other trades.
c. For Reclaimed Water systems, 2-foot vertical (below) and 6-foot horizontal separations from potable lines are required per industry standards.
2. Pipe and Wire Depth:
a. Pressure Supply Piping - 24 inches from top of pipe (30 inches where 6" and larger pipe is on project).
b. Non -pressure piping -12 inches from top of pipe.
c. Control Wiring - Side and bottom of pressure supply line.
d. Drip piping -12 inches from top of pipe.
e. Emitter tubing -12 inches from top of pipe (non slope plantings). 4 inches from the top of pipe (slopes 2:1 or greater).
3. Boring will be permitted only where pipe must pass under obstruction(s) which cannot be removed, and must be approved by Consultant if not
specifically indicated on construction drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of suitable diameter is
acceptable if installed first by jacking or boring, and pipe laid through sleeves. Observe same precautions as though pipe were installed in open
trench.
3.03 INSTALLATION
Locate other equipment as near as possible to location designated on construction drawings. Deviations shall be approved by Consultant prior to
installation.
PVC Piping:
1. Snake pipe in trench as much as possible to allow for expansion and contraction.
2. When pipe laying is not in progress, or at end of each day, close pipe ends with tight plug or cap. (Perform work in accordance with good practices
prevailing in piping trades).
3. Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized
for all rubber -ring joint fittings per industry standards. In sandy soil, mechanical joint fittings shall be used with thrust blocks.
4. Stake all above -grade PVC piping per details.
-9 P P 9
5. Use 45-degree ells when making perpendicular crossings of above -grade PVC piping, to depress bottom pipe.
6. Lay pipe and make all plastic -to -plastic joints in accordance with manufacturers recommendations.
Drip Piping:
1. Install fitting connections per manufacturers recommendations.
2. Use threaded risers and Sch. 40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings.
3. Install drip line blow-out stubs at all dead ends of drip piping.
4. Any deviations from drip pipe routing shown on drawings must be approved by consultant prior to installation.
Control Wiring
1. Low Voltage Wiring:
a. Bury control wiring between controller and electric valves in pressure supply line trenches, with wires consistently located below and to one side of
pipe, on top of initial pipe bedding, or in separate trenches.
b. Bundle all 24-volt wires at 10-foot intervals with electrical or duct tape.
c. Provide an expansion loop at pressure supply line angle fittings, every electric control valve location (in valve box), and at minimum 500 feet
intervals. Form expansion loop by wrapping wire at least 8 times around a 1-inch pipe and withdrawing pipe.
d. Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method.
e. Install control wire splices not occurring at control valve in a separate splice valve box.
f. Install one control wire for each control valve.
g. Run 2 spare #14-1 control wires from controller pedestal to last electric control valve operated by controller on each and every leg of pressure
supply line. Label spare wires at controller and wire stub box. Loop a minimum of 24" from all spare wires inside every control valve box operated by
controller.
h. Run all future control wires from controller pedestal to point indicated on drawings. Coil a minimum of ten (10) feet at termination and install in 10"
round valve box. Label all wires at termination.
2. High Voltage Wiring for Automatic Controller
a. Provide 120-volt power connection to automatic controller.
Automatic Controller:
1. Install controller in accordance with manufacturer's instructions as detailed and where shown on Drawings.
2. Connect remote control valves to controller in numerical sequence as shown on Drawings.
3. Final location of controller shall be approved by Consultant prior to installation.
4. Each controller shall have a dedicated separate ground wire and surge protection.
5. Above -ground conduit shall be rigid galvanized with appropriate fittings. Below -ground conduit shall be Schedule 40 PVC.
Quick Coupler Valves:
Install quick couplers on double swing joint assemblies of Schedule 80 PVC piping; flush to grade. Angled nipple relative to pressure supply line shall be
no more than 45 degrees and no less than 10 degrees. Install quick coupler as detailed.
Drip Valve Assemblies - Install drip valve assembly as detailed.
Drip Emitters - Install drip emitters as detailed.
Valve Boxes:
1. Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas, and above -grade for all seeded areas.
2. Valve box extensions are not acceptable, except for master valve and flow sensor.
3. install ravel sum after compaction of all trenches. Valve box to rest on ravel sump. Place final portion of ravel inside valve box after
fte
9 P P 9 P P 9
valve box is backfilled and compacted.
4. Install "Christy" stainless steel or 2.5" x 5" plastic valve label tags for each valve box (1-800-258-4583). Entire controller & station number shall be
printed on each tag. Letter and number size shall be no smaller than 1/8 inch and no greater than 1/4 inches. Label each valve box as follows:
a. Control valves - Controller letter and station number.
b. Quick Coupler Valves - Label "QCV."
c. Wire Splices - Label wire splices with the letters "W.S."
d. Drip Piping Blow-out Stubs - Controller letter and station number of each drip piping blow-out-
e. Gate Valves - Label with letters "GV" typical.
f. Air -Relief Valves - Label with letters "ARV" typical.
g. Manual Drain Valve - Label with letters "MDV."
h. Pressure Reducing Valves - Label with letters "PRW typical.
i. Flow Sensors - Label with letters "FS" typical.
5. Valve box color to be selected based upon a review of the location and adjacent material by Owner and Landscape Architect prior to installation.
These guidelines are typical of all installations unless water source is effluent. In that case all valve boxes no matter the location are to be purple
in color and meet all applicable codes and ordinances.
Backflow Preventer - Install as detailed on Drawings.
Pump Station- Install as detailed on Drawings.
Electric Control Valves:
Install top of cross handle a maximum of 3 inches below finished grade where shown on Drawings and as detailed. When grouped together, allow a minimum
of 12 inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes
flush with grade. When parallel to roadway, sidewalk or other permanent element or structure, control valve and box are to be installed perpendicular
to element or structure, spaced equally.
Main Line Gate Valves - Install as detailed on Drawings.
Air -Relief Valves - Install as detailed on Drawings.
Control Wiring:
1. All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by Consultant
prior to installation.
Backfilling - Do not begin backfilling operation until required system tests have been completed. Backfill shall not be done in freezing weather except with prior
written approval by Consultant. Leave trenches slightly mounded to allow for settlement after backfilling is complete. Trenches shall be finished graded prior to
walk-through of system by Consultant.
1. All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe, to 6" above top of pipe and width of trench when
site conditions are rocky or otherwise unfavorable.
2. Materials - Excavated material is generally considered satisfactory for backfilling purposes after completing bedding requirements. Backfill materials shall
be free of rubbish, vegetative matter, frozen materials, and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not
suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable, or not
sufficient to meet backfill, compaction, and final grade requirements.
3. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations.
4. Compact backfill to 90% maximum density in 6" lifts, determined in accordance with ASTM D155-7 utilizing the following methods:
a.Mechanical tamping.
b.Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 10'-0" of building or foundation walls.
Piping Under Paving:
1. Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non -pressure piping
installed under asphalt concrete or concrete paving. Provide sleeving as required by municipality, or as shown on plans.
2. Piping shall be bedded with construction grade sand - 6 inches below pipe to 6 inches above pipe and the width of the trench.
3. Compact backfill material in 6-inch lifts at 95% maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping devices.
4. Set in place, cap, and pressure test all piping under paving, in presence of Consultant or Owner prior to backfilling and paving operations.
5. Piping under existing walk or concrete pavement shall be done by jacking, boring, or hydraulic driving, but where cutting or breaking of walks and/or
concrete is necessary, it shall be done and replaced at no cost to the Owner. Obtain permission and prior approval from Owner to cut or break walks
and / or concrete.
3.04 FIELD QUALITY CONTROL
Flushing - After piping, risers, and valves are in place and connected, but prior to installation of emitter heads, quick coupler valves, and air relief valves,
thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthestmost valves.
Cap riser after flushing.
Testing - Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and
all other test equipment.
1. After backfilling, and installation of all control valves & quick coupler valves, fill pressure supply line with water, and pressurize to 40 PSI over the designated
static pressure or 120 PSI, whichever is greater, for a period of 2 hours.
2. Leakage, Pressure Loss - Test is acceptable if no leakage or loss of pressure is evident during test period.
3. Leaks - Detect and repair leaks.
4. Retest system until pressure can be maintained for the duration of the test.
5. Before final acceptance, pressure supply line shall remain under pressure for a period of 48 hours.
Walk -Through for Substantial Completion:
1. Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through.
2. Entire System shall be completely installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height
and valve boxes adjusted accordingly.
3. Operate each zone in its entirety for Consultant at time of walk-through, and open all valve boxes.
4. Consultant shall generate a list of items to be corrected prior to Final Completion ("Punch List").
5. Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents, and as directed by Consultant.
6. During walk-through, expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and
installed as designed; prior to placing of all mulch material. Schedule separate walk-through if necessary -
Walk -Through for Final Completion:
1. Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through.
2. Show evidence to Consultant that Owner has received all accessories, charts, record drawings, and equipment as required before Final Completion
walk-through is scheduled.
3. Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through
to ensure correction of all incomplete items.
4. Items deemed not acceptable by Consultant shall be reworked to the complete satisfaction of Consultant.
5. If after request to Consultant for a walk-through for Final Completion of the irrigation system, Consultant finds items during walk-through to be deficient,
Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal
to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance
with Contract Documents.
3.05 ADJUSTING
Upon substantial completion of installation, fine-tune entire system by regulating valves, adjusting spray patterns and break-up arms/screws, and setting pressure
reducing valves or throttling electric valve flow control stems to proper pressure settings to provide optimum and efficient coverage. Flush and adjust all sprinkler hea
for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. Heads of same type shall be operating
at same pressure +/- 7%.
If it is determined that irrigation adjustments will provide proper and more adequate coverage, make such adjustments prior to Final Acceptance, as directed,
at no additional cost to Owner. Adjustments may also include changes in nozzle sizes, degrees of arc, and control valve throttling.
All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated.
Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no
additional cost to the Owner.
3.06 CLEANING
Maintain continuous cleaning operation throughout duration of Work.
All trash or debris generated by installation of irrigation system shall be properly
disposed of by Contractor off -site.
P IL..,=,.M"Iltllllllllliiii� mldfinh�= 0
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER:
062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater brvd
suite l l
scottsdale, arizona 85251
COPYRIGHT 2013
NEIE�+YOUNG ASSOCIATES
Call at least two full working days
before ou be in ex nation.
I I i
iPI- ilr it �6 lot
Dial 8-1-1 or 1-M-STAKE-IT (712463")
In Marloops County: (602) 263-1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 3854101
SEAL:
o vPNDSCA" \FICA7,,
° 9�0
s
"' 37964
C' JOSEPH M. m
� YOUNG
of 6-12-13
N
A
EXPIRES: 09/30/14
THIS AWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
MY 8/"
DRAWING BY: %JW
DATE: 00/2"
JOB NUMBER: =
TITLE: SAN DORADO PAD A
SPECIFICATIONS
SHEET NUMBER:
L-6 7 OF 7
REF. CASE # OV1213-13
LANDSCAPE PLANS
ORO VALLEY GENERAL NOTES
1. ASSURANCES FOR LANDSCAPING AND REVEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF
GRADING PERMITS.
2. PROPERTY OWNER SHALL MAINTAIN BUFFER YARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO
MOTORISTS. ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED 30 (30'.) INCHES IN HEIGHT
WITHIN SITE VISIBILITY TRIANGLES. TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO
ENSURE THAT BRANCHES / FOLIAGE IS NOT BELOW A HEIGHT OF SIX (6) FEET.
3. IN THE EVENT OF AN ABANDONMENT OF THE SITE AFTER GRADING / DISTURBANCE OF NATURAL AREAS,
DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDRO SEED MIX FROM OVZCR
ADDENDUM D: APPROVED REVEGETATION SEED MIX.
4. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF
THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND
THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE.
5. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS
NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT
DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SEC. 27.6.E.4.,
MAINTENANCE.
6. MATERIALS WITHIN THE SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS NOT TO INTERFERE WITH A
VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED THIRTY (30") INCHES AND SEVENTY TWO
(72") INCHES ABOVE FINISHED GRADE OF THE ROADWAY SURFACE.
7. THE PROJECT IS DESIGNED TO MEET THE SPECIFIC OVERLAY ZONE CRITERIA OF THE ORACLE ROAD SCENIC
CORRIDOR OVERLAY DISTRICT (ORSCOD).
PLANT MATERIAL / WATER USE SCHEDULE
IRRIGATION QUANTITY
ANNUAL
ANNUAL WATER
MONTHLY WATER
OF EMITTER PORTS
QTY
SIZE
WATER USAGE
WATER USE
USE QUANTITY
USE ADWR ANNUAL
GPH (GALLONS
TYPE (NEEDS)
AT MATURITY
TIMES ADWR
USE DIVIDED BY 12
PER HOUR) EACH
P
(GAL)
ANNUAL USE (GAL)
MONTHS (GAL)
PORT
CHILOPSIS *WARREN JONES"
10
24" BOX
2
5,702
57,020
4,752
3 @ 2 GPH
DESERT WIILOW
PARKINSONIA FLORIDA
4
24" BOX
2
5,702
22,808
1.901
12 @ 2 GPH
BLUE PALO VERDE
PROPOPIS 'AZT HYBRID'
14
24" BOX
2
10,137
141,918
11,827
12 @ 2 GPH
THORNLESS HYB. MESQUITE
CARNEGIEA GIGANTEA
3
4' / 5' / 6' HT
1
2,741
8,223
685
3 @ .6 GPH
SAGUARO
DODONEA VISCOSA
18
5 GAL.
1
632
11,376
948
1 @ 1 GPH
HOPSEED BUSH
EREMOPHILA MACULATA
27
5 GAL.
1
110
2,970
248
1 @ 2 GPH
VALENTINE BUSH
HESPERALOE FUNIFERA
33
5 GAL.
1
110
3,630
303
1 @ 1 GPH
GIANT HESPERALOE
HESPERALOE PARVIFLORA
110
5 GAL.
1
70
7,700
642
1 @ 1 GPH
RED YUCCA
JUSTICIA SPICIGERA
21
5 GAL
3
117
2,457
205
1 @ 1 GPH
FIRECRACKER BUSH
LEUCOPHYLLUM LANGMANIAE
28
5 GAL.
2
158
4,424
369
1 @ 1 GPH
'RIO BRAVO' SAGE
PEDILANTHUS MACROCARPUS
5
5 GAL.
2
25
125
10
1 @ 1 GPH
LADY'S SLIPPER
LANTANA MO NTEVID E NS IS
36
1 GAL.
3 263
9,468
789
1 @ 1 GPH
TRAILING PURPLE LANTANA
LANTANA'GOLD MOUND'
77
1 GAL.
3
263
20,251
1,688
1 @ 1 GPH
GOLD MOUND LANTANA
MELAMPODIUM LEUCANTHUM
40
1 GAL.
2
25
1,000
83
1 @ 1 GPH
BLACKFOOT DAISY
TOTAL ADWR ANNUAL WATER USE
293,370
1 24,448
C V S PHARMACY
SEC ORACLE ROAD AND FIRST AVENUE
ORO VALLEY, ARIZONA
LANDSCAPE AND IRRIGATION IMPROVEMENTS
ORO VALLEY CASE # OV1213-13
LEGAL DESCRIPTION
BEING A PORTION OF SECTION 7 TOWNSHIP
12 SOUTH, RANGE 14 EAST, G & S.R.M. TOWN
OF ORO VALLEY, PIMA COUNTY, ARIZONA
N
PROJECT INFORMATION:
DEVELOPMENT PLAN CASE # OV1212 - 08
REFERENCE CASE # OV911 - 03
OVERALL SITE LANDSCAPE PLAN
LANDSCAPE WATER PLAN TABLE
PROJECT NAME:
CVS PHARMACY
WINTER
SPRING
SUMMER MONSOON
FALL
WINTER
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
JUNE
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
1
2
3
4
5
6
7
8
9
10
11
12
YEAR 3
CONTINUE TO INCREASE IRRIGATION WATER USE (APPLICATION) AS NEEDED, AS PLANTS ESTABLISH AND MATURE UP TO, BUT TO EXCEEDING 100% ADWR VALUE BY END
OF YEAR. AVERAGE MONTHLY WATER USE IS 24,448.
100% ANNUAL
TOTAL
23,223
1 24,935
26,157
1 28,113 28,8241 28,824 1 19,998
1 19,998 1 22,663
1 24,470
1 23,529 1 22,636
293,370
TOTAL (100% ADWR) 293,370 GALLONS PER YEAR
YEAR 4
BEGIN GRADUALLY DECREASING IRRIGATION TO BUFFER, MEDIAN AND R.O.W. AREAS IN ORDER TO REACH ZERO IRRIGATION IN THOSE AREAS BY END OF YEAR FIVE (5) TO
REACH 75% OF ADWR ANNUAL WATER USE BY END OF YEAR, AVERAGE MONTHLY WATER USE = 18,336
75% ANNUAL
TOTAL
17,417
1 18,701
1 19,618
1 21,085 1 21,618 1 21,618 14,9991
14,999
1 16,997
1 18,353 1 17,647
1 16,977
220,028
TOTAL (75% ADWR) 220,028 GALLONS PER YEAR*
YEAR 5
CONTINUE DECREASING IRRIGATION TO BUFFER, MEDIAN AND R.O.W. AREAS, BY END OF YEAR FIVE (5). IRRIGATION TO BUFFER, MEDIAN AND R.O.W. AREAS MUST BE
ZERO AND THE TOTAL AMOUNT OF WATER USED AT SITE MUST MEET 50% ADWR MATURITY VALUE ANNUAL WATER USE. AVERAGE MONTHLY WATER USE = 18,336
75% ANNUAL
TOTAL
11,611
12,467
13,078
14,056 1 14,412 1 14,412 1 9,999
9,999
11,332
12,235
11,765
11,318
146,685
TOTAL (50% ADWR) 146,685 GALLONS PER YEAR`
'PROJECTED MAXIMUM ANNUAL WATER USE PERCENTAGE PER ADWR. ADJUST IRRIGATION SYSTEM VALVE ZONE OPERATIONTIMES REDUCED WATER APPLICATION RATES TO
MEET OR BE LESS THAN TARGETED ANNUAL PERCENTAGES
NOTE:
A WATER HARVESTING PLAN HAS BEEN PREPARED AS A PART OF THE MASTER LANDSCAPE AND IRRIGATION PLAN DOCUMENTS FOR THE ENTIRE
ORO VALLEY TOWN CENTER DEVELOPMENT SITE. WATER HARVESTING SHALL BE IMPLEMENTED ON SITE THROUGH THE USE OF CURB CUTS IN
PARKING ISLANDS WHERE POSSIBLE DUE TO SITE GRADING PARAMETERS. SEE CIVIL PLANS FOR MORE INFORMATION.
IRRIGATION & WATER USE PLAN GENERAL NOTES
N.T.S.
li
1. IRRIGATION AND / OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN
SOCIETY OF IRRIGATION CONSULTANTS.
2. IF DESERT LANDSCAPING IS USED WHICH WILL ULTIMATELY RELY ON NATURAL WATER SOURCES, A
TEMPORARY DRIP IRRIGATION SYSTEM SHALL BE EMPLOYED UNTIL SUCH A TIME AS THE PLANT MATERIALS
ARE SUSTAINED BY NATURAL WATER SOURCES.
3. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG
AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS
THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SEC. 27.6.E.4.,
MAINTENANCE.
4. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER MAINLINE (PUBLIC OR PRIVATE) SHALL BE
EQUIPPED WITH BACKFLOW PREVENTERS.
5. THE ANNUAL WATER USE FOR A PROJECT SHALL NOT EXCEED THE ANNUAL LANDSCAPE WATER PLAN.
6. IRRIGATION METER READINGS SHALL BE USED TO DETERMINE COMPLIANCE WITH THE LANDSCAPE WATER
PLAN. NON-COMPLIANCE IS SUBJECT TO PENALTIES UNDER ORO VALLEY TOWN CODE.
7. METER READINGS SHALL BE TAKEN, AT A MINIMUM, ON AN ANNUAL BASIS. MONTHLY READINGS MAY BE
REQUIRED, AT THE DISCRETION OF THE PLANNING AND ZONING ADMINISTRATOR, IN ORDER TO ADDRESS
NON-COMPLIANCE WITH THE WATER PLAN.
8. IRRIGATION WATER SHALL NOT LEAVE THE LANDSCAPED AREAS AND FLOW ONTO ROADS, PARKING AREAS
OR SIDEWALKS.
9. SPRINKLER HEADS SHALL BE INSTALLED AT LEAST EIGHT (8) INCHES AWAY FROM IMPERMEABLE
SURFACES..
SHEET LEGEND:
L-0
COVER SHEET / NOTES
L-1
LANDSCAPE PLANS
L-2
IRRIGATION PLANS
L-3
LS AND IRRIG DETAILS
L-4 TO L-6
SPECIFICATIONS
THIS
PROJEC
STAMPED CONCRETE CROSSWALK
1. CROSSWALK AT BUILDING ENTRANCE IS TO BE
INTEGRALLY COLORED CONCRETE WITH STAMPED
FINISH. DAVIS COLOR: BAJA RED / PATTERN:
COBBLESTONE RUNNING BOND. SEE CIVIL FOR
CROSS SECTION.
LANDSCAPE IMPROVEMENTS
(BY OTHERS)
TREES
=> EXISTING PALM TREE
+ EXISTING TREE
EXISTING LANDSCAPE AREA BY
MASTER DEVELOPER
FRONTAGE LANDSCAPE
AREA (BY OTHERS)
PLANT LEGEND
CHILOPSIS'WARREN JONES'
DESERT WILLOW
PARKINSONIA FLORIDA
BLUE PALO VERDE
PROSOPIS'AZT HYBRID'
THORNLESS HYBRID MESQUITE
SHRUBS/ACCENTS
0 CARNEGIEA GIGANTEA
SAGUARO
DODONEA VISCOSA
HOPSEED BUSH
EREMOPHILA MACULATA
VALENTINE BUSH
HESPERALOE FUNIFERA
GIANT HESPERALOE
® HESPERALOE PARVIFLORA
RED YUCCA
JUSTICIA SPICIGERA
MEXICAN HONEYSUCKLE
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
PEDILANTHUS MACROCARPUS
LADY'S SLIPPER
GROUNDCOVER
VICINITY MAP NTS n
SIZE / REMARKS QTY CALIPER
TO REMAIN N / A N / A
IN PLACE
TO REMAIN N / A N / A
IN PLACE
TO REMAIN N / A N / A
IN PLACE
BY N/A N/A
OTHERS
24" BOX,
MULTI -TRUNK,
MATCHED
24" BOX,
MULTI -TRUNK,
MATCHED
24" BOX,
STANDARD,
MATCHED
4'/S/6'SPEAR
5 GAL
5 GAL
5 GAL
3 GAL
5 GAL
5 GAL
5 GAL
10 1.25" AVG TRUNK
4 1.25" AVG TRUNK
14
3
18
27
33
110
21
28
5
2.25"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
LANTANA MONTEVIDENSIS
5 GAL
36
N / A
TRAILING PURPLE LANTANA
LANTANA 'GOLD MOUND'
1 GAL
77
N / A
GOLD MOUND LANTANA
MELAMPODIUM LEUCANTHUM
1 GAL
40
N / A
C'
BLACKFOOT DAISY
INERT MATERIALS
D.G.
DECOMPOSED GRANITE
2" DEPTH
PER PLAN
N / A
1/2" SELECT EXPRESS TANNER GOLD
Go
GRANITE BOULDERS
'SURFACE
2' & T DIA
1/4
N / A
SELECT'
ACCEPTANCE
a
PLANNING AND ZONING ADMINISTRATOR DATE
hann._aW 0
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER: 062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design j
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blvd
suite 11
scottsdale, arizona 85251
COPYRIGHT 2013
NEILE+YOUNG ASSOCIATES
Call at least two full working days
bWoubmeex59
vation.
�•.�
Dial 8.1-1 or 1400-STAKE-IT (782 834S)
In Marleopa County: (602) 263-1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 3854101
SEAL:
\rl icart
37964
"' JOSEPH
M.
OYUNG
-1-16
o EXPIRES:09/30/14
THIS AWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
CITY OOAAEM
6/12113
DRAWING BY:
DATE:
CO/2"
JOB NUMBER:
TITLE: SAN DORADO
PAD A
SHEET NUMBER:
L-0
1 OF 7
REF. CASE # OV1213-13
LANDSCAPE PLANS
GENERAL NOTES
1. THESE NOTES ARE TO BE USED FOR
800-STAKE-IT, 72 HOURS MINIMUM PRIOR TO
GENERAL REFERENCE IN CONJUNCTION
INITIATING CONSTRUCTION. NOTIFY THE
WITH AND AS A SUPPLEMENT TO THE
OWNER AND LANDSCAPE ARCHITECT
WRITTEN SPECIFICATIONS, APPROVED
IMMEDIATELY SHOULD CONFLICT ARISE.
ADDENDUM, AND CHANGE ORDERS
ASSOCIATED WITH THESE LANDSCAPE 7.
OBSERVATION VISITS TO THE JOB SITE BY THE
DRAWINGS.
LANDSCAPE ARCHITECT DO NOT INCLUDE
INSPECTIONS OF CONSTRUCTION METHODS
2. A QUALIFIED SUPERVISOR SHALL BE
AND SAFETY CONDITIONS AT THE WORK
PRESENT ON SITE AT ALL TIMES DURING
SITE. THESE VISITS SHALL NOT BE
CONSTRUCTION.
CONSTRUED AS CONTINUOUS AND
DETAILED INSPECTIONS.
3. BEFORE WORK BEGINS ON THE PROJECT,
THE LANDSCAPE CONTRACTOR SHALL 8.
UNLESS OTHERWISE NOTED ON PLANS,
REVIEW THE PROJECT WITH THE LANDSCAPE
ARCHITECT AND/OR OWNER'S AUTHORIZED
REPRESENTATIVE. THE LANDSCAPE
ARCHITECT AND/OR OWNER'S AUTHORIZED
ANY OR 9.
DECOMPOSED GRANITE SHALL EXTEND
UNDER SHRUBS AND BE RAKED UNIFORMLY
ALONG WALK, SIDEWALK, AND CURBS.
REFER TO THE ENGINEERING DRAWINGS
REPRESENTATIVE IS TO APPROVE
ALL CHANGES PRIOR TO THE START OF ANY
WORK.
4. LANDSCAPE CONTRACTOR SHALL INSPECT
WITH THE OWNER'S AUTHORIZED
REPRESENTATIVE ALL SIDEWALK AND CURB 10.
DEFECTS PRIOR TO BEGINNING WORK. ALL
HARDSCAPE SHALL BE RE -INSPECTED
FOR DRAINAGE FLOWS. THE LANDSCAPE
CONTRACTOR SHALL BE RESPONSIBLE THAT
THESE ARE PROVIDED AND NOT IMPAIRED
WITH OBSTRUCTIONS.
LANDSCAPE CONTRACTOR TO CONTACT
LANDSCAPE ARCHITECT AND/OR OWNER'S
AUTHORIZED REPRESENTATIVE BEFORE
DURING THE FINAL WALK-THRU. ANY
DAMAGED AREAS SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
11.
5. VERIFY CRITICAL DIMENSIONS, REFERENCE
POINT LOCATIONS, AND CONSTRUCTION
CONDITIONS PRIOR TO INITIATING
CONSTRUCTION., NOTIFY THE OWNER AND
EACH APPLICATION OF PRE -EMERGENT
FOR VERIFICATION.
BOULDERS TO BE SURFACE SELECT
BOULDERS. ANY EXPOSED SURFACE
SCARRING THAT MAY HAVE OCCURRED
DURING TRANSPORTING OR /f
CONSTRUCTION IS TO BE EONITED.
LANDSCAPE ARCHITECT IMMEDIATELY
SHOULD CONFLICTS ARISE.
6. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO COORDINATE ALL
CONSTRUCTION ELEMENT LOCATIONS WITH
OTHER TRADES PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL BECOME
FAMILIAR WITH THE LOCATIONS OF
EXISTING AND FUTURE UNDERGROUND
SERVICES AND IMPROVEMENTS WHICH
MAY CONFLICT WITH THE WORK TO BE
DONE. CONTACT BLUE STAKE AT
xo�40�1
�\ `
f
, f
LANDSCAPE PLAN
PLANTING NOTES
1. CLARIFICATION OF DISCREPANCIES BETWEEN THE 4.
PLANTS TO BE LOCATED AWAY FROM OBSTACLES SUCH
6.
PLANT TREES, SHRUBS, AND CACTI PLUMB, AND FACED
CONSTRUCTION DOCUMENTS AND THE SITE SHOULD BE
AS FIRE HYDRANTS, TRANSFORMERS, POWER POLES,
TO GIVE THE BEST APPEARANCE OR RELATIONSHIP TO
BROUGHT TO THE ATTENTION OF THE LANDSCAPE
AND LIGHT FIXTURES AS NECESSARY. DO NOT INSTALL
ADJACENT PLANTS OR VIEWS.
ARCHITECT.
PLANT MATERIAL IN ANY AREA WHICH WILL CAUSE
HARM TO ADJACENT IMPROVEMENTS.
7.
NOTIFY OWNER AND LANDSCAPE ARCHITECT
2. ALL PLANT MATERIAL MUST MEET ANA SPECIFICATIONS.
IMMEDIATELY SHOULD SOIL CONDITIONS BE PRESENT
5.
VERIFY PLANT QUANTITIES PRIOR TO INSTALLATION.
WHICH WOULD PREVENT PROPER SOIL DRAINAGE AND
3. THE LANDSCAPE ARCHITECT AND/OR OWNER'S
QUANTITIES ARE LISTED FOR CONVENIENCE ONLY, THE
ALLOW WATER TO STAND IN PLANTING PITS.
REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY
ACTUAL NUMBER OF SYMBOLS INDICATED ON THE
PLANT MATERIAL HE DEEMS UNACCEPTABLE. ALL
PLANTING PLANS SHALL HAVE PRIORITY OVER
8.
DOUBLE STAKE ALL TREES OUTSIDE ROOTBALL., EXCEPT
PLANT MATERIAL SHALL BE INSPECTED PRIOR TO
QUANTITIES DESIGNATED. NOTIFY THE LANDSCAPE
FOR SALVAGED TREES.
INSTALLATION.
ARCHITECT OF QUANTITY DISCREPANCIES IMMEDIATELY.
9.
LANDSCAPE CONTRACTOR TO PERFORM A SOILS TEST
PRIOR TO LANDSCAPE CONSTRUCTION TO DETERMINE
ANY NI ITRIFNT nFFICiFN(-IFS IF ANY F)FFICIFNCIFS FXIST.
20' 40' 01K,
SCALE: 1" = 20'-011 01 W]
LANDSCAPE IMPROVEMENTS
(BY OTHERS)
TREES
�n�
* =- EXISTING PALM TREE
+ EXISTING TREE
.EA BY
REFERENCE MASTER LANDSCAPE PLAN
SET FOR ADDITIONAL INFORMATION
REGARDING INFRASTRUCTURE
IMPROVEMENTS.
ALL NATIVE TREES ON SITE HAVE BEEN
SALVAGED AND RELOCATED THROUGH
THE INFRASTRUCTURE IMPROVEMENT
PLANS. SEE MASTER LANDSCAPE PLAN
FOR MORE INFORMATION.
PLANT LEGEND
0
\/
is
z
G)
CHILOPSIS 'WARREN JONES'
DESERT WILLOW
PARKINSONIA FLORIDA
BLUE PALO VERDE
PROSOPIS 'AZT HYBRID'
THORNLESS HYBRID MESQUITE
SHRUBS/ACCENTS
CARNEGIEA GIGANTEA
SAGUARO
DODONEA VISCOSA
HOPSEED BUSH
EREMOPHILA MACULATA
VALENTINE BUSH
HESPERALOE FUNIFERA
GIANT HESPERALOE
HESPERALOE PARVIFLORA
RED YUCCA
JUSTICIA SPICIGERA
MEXICAN HONEYSUCKLE
LEUCOPHYLLUM LANGMANIAE
RIO BRAVO SAGE
PEDILANTHUS MACROCARPUS
LADY'S SLIPPER
GROUNDCOVER
LANTANA MONTEVIDENSIS
TRAILING PURPLE LANTANA
0 LANTANA'GOLD MOUND'
GOLD MOUND LANTANA
MELAMPODIUM LEUCANTHUM
BLACKFOOT DAISY
INERT MATERIALS
DECOMPOSED GRANITE
D.G. 1/2" SELECT EXPRESS TANNER GOLD
GRANITE BOULDERS
'SURFACE SELECT'
LANDSCAPE
NOTES
1. ALL PLANTING AREAS ARE TO HAVE
LINES, ELECTRICAL LINES, ETC., AT HIS
10.
LANDSCAPE ARCHITECT, OWNERS
DECOMPOSED GRANITE, SIZE AND COLOR
EXPENSE.
REPRESENTATIVE, AND THE TOWN OF ORO
AS SPECIFIED, 2" MIN DEPTH TYP.
VALLEY RESERVES THE RIGHT TO REJECT
6. ALL PLANT MATERIAL THAT IS NOT
ANY PLANT MATERIAL THAT IS
2. NO PLANT SUBSTITUTIONS ALLOWED
LABELED "TO REMAIN" ARE TO BE
DETERMINED TO NOT SATISFY THE DESIGN
t UNLESS APPROVED IN WRITING BY
RELOCATED PER PLANTING PLANS.
INTENT OF THE LANDSCAPE PLAN BASED
LANDSCAPE ARCHITECT AND THE TOWN
ON SIZE, SHAPE, APPEARANCE, HEALTH,
OF ORO VALLEY.
7. CONTRACTOR IS TO VERIFY LOCATIONS
OR IMPROPER CARE.
OF ALL UNDERGROUND UTILITIES PRIOR
3. LANDSCAPE ARCHITECT IS TO APPROVE
TO ANY SITE WORK BEING EXECUTED.
11.
ALL BOULDERS ARE TO BE GRANITE
ALL PLANT MATERIAL PRIOR TO DELIVERY
8. QUANTITIES ON PLAN ARE PROVIDED FOR
'SURFACE SELECT', SIZE PER PLAN. ALL
TO SITE. ONE WEEK MINIMUM NOTICE.
BIDDING PURPOSES ONLY. LANDSCAPE
BOULDERS ARE TO BE BURIED 1/3 IN SOIL.
CONTRACTOR IS RESPONSIBLE TO VERIFY
4. LANDSCAPE CONTRACTOR IS
ALL QUANTITIES PRIOR TO
12.
ALL BERM CONTOUR INTERVALS ARE AT
RESPONSIBLE TO VERIFY ALL CONDITIONS
CONSTRUCTION.
V-0", SLOPES NOT TO EXCEED 4:1.
ON SITE PRIOR TO PROJECT START-UP.
9. ALL AREAS DISTURBED DURING
13.
ALL WATER HARVESTING BASINS ARE
5. LANDSCAPE CONTRACTOR IS
CONSTRUCTION ARE TO BE FINE GRADED
SHOWN AT 6" CONTOUR INTERVALS,
RESPONSIBLE TO REPAIR ANY DAMAGES
AND TREATED TO BLEND EVENLY WITH ALL
SLOPES NOT TO EXCEED 4:1.
MADE TO EXISTING LANDSCAPING,
NEWLY CONSTRUCTED AREAS.
UNDERGROUND UTILITIES, IRRIGATION
Phar
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE FEE FOR SERVICE
CS PROJECT NUMBER: 062330
LANDSCAPE ARCHITECT:
f�
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blvd
suite 11
Scottsdale, arizona 85251
COPYRIGHT 2013
NEILL+YOUNG ASSOCIATES
li"Call at least two full working days
b*m�
psm
exo vation.
� i
Dial 8.1.1 or 1$00-STAKE4T (782-8348)
In Marleopa County: 1602) 263.1100
DEVELOPER;
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 3854101
SEAL:
\�PNDSCA,,
I CA r, NF
° 9�'C
y
37964
JOSEPH M. m
oWc YOUNG
of 6-12-13
P
A
EXPIRES: 09/30/14
THIS AWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS ON THE DRAWING,
AND PROPER PERMIT FORMS AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
My
DRAWING BY: IM
DATE: 08/we
JOB NUMBER: 1
TITLE: SAN DORADO PAD A
LANDSCAPE PLAN
SHEET NUMBER:
L-1 2 OF 7
REF. CASE # OV1213-13
LANDSCAPE PLANS
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Y- " �• �\ \\\ / � VERIFY LOCATION IN FIELD. IRRIGATION PLAN
IRRIGATION NOTES
� /
IRRIGATION SCHEDULE
SYMBOL ITEM DESCRIPTION REMARKS
NIBCO NIBCO T-1 13
-
GATE VALVE
I?
RAINBIRD RAIN BIRD PEB XCZ-100-B-COM VALVE
AS NOTED ON PLANS
ASSEMBLY WITH PRESS. REG.
- CLASS 200 PVC MAINLINE
SIZE PER PLAN
- - - - - - - - -
- CLASS 315 PVC LATERAL LINE - TREES
SEE PIPE SCHEDULE
- CLASS 315 PVC LATERAL LINE - SHRUBS
SEE PIPE SCHEDULE
/ GCOVER
- PVC SLEEVING, SCH 40 PVC
2x SIZE OF PIPE PASSING
SLEEVE UNDER ALL PAVING TYP.
THROUGH
NOTE: SLEEVING SHALL BE PROVIDED FOR ALL MAINLINE PIPE, DRIP LATERAL PIPE, AND CONTROL WIRING.
COORDINATE WITH GENERAL CONTRACTOR FOR PLACEMENT UNDER PAVED SURFACES, TYP.
::1 SPEARS M-66-P/AP-100 - FLUSH PLUG SEE DETAIL
NOT SHOWN RAINBIRD XBT-10-6PC MULTI OUTLET EMITTER (TREES) SEE NOTES BELOW
NOT SHOWN RAINBIRD XBT-10-PC SINGLE OUTLET EMITTER SEE NOTES BELOW
(SHRUB / GCOVER)
C5 - VALVE IDENTIFICATION / SIZE -
1"
PIPE SIZING SCHEDULE
COAL /MIN PIPE SIZE
0-5
1/2"
6-10
3/4"
11-16
1"
17-30
1-1 /4"
31-40
1-1/2"
31-40
1-3/4"
41-60
2"
61-90
2.5"
NOTE:
1. IN SOME CASES, IRRIGATION
PIPE SIZES SHOWN ON
IRRIGATION PLANS ARE
LARGER THAN THE SIZE
SHOWN ON PIPE SCHEDULE
DUE TO HYDRAULIC LOSSES.
USE PIPE SIZES AS SHOWN ON
IRRIGATION PLANS WHERE
APPLICABLE.
QUANTITY
NUMBER OF
TOTAL FLOW
PLANT
COMMON
FLOW PER
AND TYPE
OPEN OUTLETS
PER PLANT
TYPE
NAME
OUTLET
OF EMITTER
PER EMITTER
(GPHJ
TREE
SEEPLANT LEGEND
2GPH
MULTTOUTLET
4
8
SHRUBS &
SEEPLANT LEGEND
I GPH
SINGLE -OUTLET
I PER SHRUB
,6
ACCENTS
I PER PLANT
GROUND
SEEPLANTLEGEND
I GPH
SINGLE -OUTLET
I PER SHRUB
,6
COVER
I PER PLANT
GENERAL NOTES:
1. REFER TO EMITTER DETAILS FOR EMITTER SPECIFICATIONS AND LAYOUT.
2. ADJUST IRRIGATION OPERATING TIMES TO ACCOMMODATE PLANT
MATURITY, SOIL TYPE, PLANT EXPOSURE AND SEASONAL REQUIREMENTS.
3. IRRIGATION DESIGN IS SCHMETATIC FOR GRAPHIC CLARITY, ALL EQUIPMENT
SHALL BE IN PLANTING AREAS.
4. ANNUALS ARE TO BE IRRIGATED BY NETAFIM MICRO -DRIP TUBING, CONNECT
TO PVC LATERAL AS REQUIRED. CONTRACTOR TO INSTALL PER
MANUFACTURERS RECOMMENDATIONS TO PROVIDE ADEQUATE SOIL
SATURATION. NOTIFY LANDSCAPE ARCHITECT IF ALTERNATIVE METHOD IS
PREFERRED PRIOR TO CONSTRUCTION-
5- CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT IF ANY SYSTEM
ADJUSTMENTS ARE NECESSARY DUE TO UNKNOWN SITE CONDITIONS,
PRESSURE DISCREPENCIES, ETC.
6. APPROXIMATE LOCATION OF MAINLINE AND VALVES ARE SHOWN ON PLAN.
FINAL LOCATION IS TO BE DETERMINED BY OWNER'S REPRESENTATIVE.
� 20' 40'
R-1
SCALE- 1if = 20'-011
_ 0"
l . ALL IRRIGATION EQUIPMENT TO BE LOCATED IN LANDSCAPE AREAS WITHIN PROPERTY
15.
ALL IRRIGATION LINES ON SLOPES OR WITHIN RETENTION BASINS SHALL BE RUN
MAINLINE: Installation, depth, valves, wire, line pressure test
BOUNDARIES OF THE PROJECT - ALL LINES AND EQUIPMENT ARE SCHEMATIC AND ARE
5,
THE OWNER'S REPRESENTATIVE MAY, AT ANY TIME, TAKE AND ANALYZE SAMPLES OF
10.
LOCATE PRESSURE REGULATOR AND 'Y' STRAINER IN A VALVE BOX AS REQUIRED.
PARALLEL WITH GRADE AND ARE TO MAINTAIN THE HIGHEST ELEVATIONS POSSIBLE AT
EMITTER LATERALS: Installation, depth, valves, emitters, outlet tubing, at line pressure
SOMETIMES SHOWN IN ROADWAYS, SIDEWALKS, OR OUTSIDE PROPERTY LINES. THIS IS
MATERIALS AND EQUIPMENT FOR CONFORMITY TO SPECIFICATIONS. THE
REMOTE CONTROL VALVE TO BE LOCATED IN A SEPARATE (ADJACENT) VALVE BOX,
ALL TIMES.
CONTROLLER: Installation, functioning
DONE FOR CLARITY PURPOSES ONLY.
CONTRACTOR SHALL MAKE SUCH SAMPLES AVAILABLE UPON REQUEST. REJECTED
OR A JUMBO VALVE BOX MAY BE USED IN LIEU OF TWO SEPARATE BOXES.
MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE
16.
MULTI -OUTLET EMITTERS SHALL SERVICE ALL TREES AND SHRUBS AND/OR 21.
PRIOR TO OWNER'S APPROVAL, AN IRRIGATION 'TUNE UP" MUST BE PERFORMED AS
2. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
CONTRACTOR'S EXPENSE.
11.
ALL DRIP SYSTEMS TO BE FLUSHED THROUGH FLUSH CAPS. FLUSH CAPS TO BE LOCATED
GROUNDCOVERS.
FOLLOWS:
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR
IN 10" ROUND ECONOMY BOXES.
A. ALL IRRIGATION EQUIPMENT (INCLUDING ALL PIPELINES AND SLEEVES) TO BE
DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING MATERIALS AND LABOR TO
17.
ALL PLANTS THAT REQUIRE MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS
DOCUMENTED FROM TWO STATIONARY POINTS.
THE ENGINEERING. SUCH OBSTRUCTIONS OR CONFLICTS SHOULD BE BROUGHT TO THE
PROVIDE SPECIFIED ELECTRICAL SERVICE TO ALL CONTROLLER LOCATIONS. ALL
12.
THE CONTRACTOR SHALL PROVIDE CHECK VALVES AND AIR VACUUM RELIEF VALVES
DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL. EMISSION POINTS AT
B. ALL DRIP SYSTEMS TO BE FLUSHED BEGINNING WITH "Y" STRAINER, WORKING AWAY
ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. IN THE EVENT
ELECTRICAL WORK TO BE PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL
AS REQUIRED, OR AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, THROUGHOUT
ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE, MIDWAY BETWEEN THE CENTER OF
FROM THE PRESSURE REGULATOR.
THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL
CODE.
THE IRRIGATION SYSTEM LOCATED WITHIN SLOPED AREAS TO PREVENT LOW
THE PLANT AND THE EDGE OF THE ROOTBALL.
C. ALL IRRIGATION SPRINKLER HEADS TO BE FLUSHED OF DEBRIS AND FLOW
RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
IRRIGATION HEAD DRAINAGE.
CONTROLS ADJUSTED TO ACHIEVE MAXIMUM COVERAGE FOR TURF AREAS.
7.
24 VOLT WIRE SHALL BE 600V, UF, UL APPROVED, # 14 GAUGE, SINGLE STRAND, PLASTIC
18.
LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL LANDSCAPE SLEEVING.
AVOID OVER SPRAY ON ALL STREETS, CURBS, SIDEWALKS, WALLS, AND
3. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM SOURCE PRESSURE OF 60
INSULATED, COPPER WIRE. COMMON WIRE IS TO BE WHITE, CONTROL WIRE IS TO BE
13.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS AND PER PIPE
COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. VERIFY ANY EXISTING
STRUCTURES.
PSI, A MINIMUM OPERATING PRESSURE OF XX PSI AND A MAXIMUM FLOW DEMAND OF
RED (USE NO BLACK WIRE). TAPE AND BUNDLE WIRE AT 10' ON CENTER, LAY BESIDE
SIZING SCHEDULE ON DETAIL SHEET. IF THERE IS A DISCREPANCY BETWEEN THE PIPE
SLEEVES INSTALLED BY OTHER CONTRACTORS.
D. ALL IRRIGATION HEADS SHALL BE ADJUSTED TO PROPER HEIGHT.
XX GPM. THE CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO
MAINLINE. SPLICE IN VALVE BOXES ONLY, USING MANUFACTURED EPDXY OR RESIN
SIZES SHOWN ON THE PLAN AND THOSE OUTLINED IN THE PIPING SCHEDULE, THE
E. IRRIGATION VALVES TO BE LABELED ON A SHEET OF PAPER WITH STATIONS
CONSTRUCTION AND REPORT ANY DISCREPANCIES BETWEEN THE WATER PRESSURE
FILLED WIRE CONNECTORS. PROVIDE 18" SLACK AT EACH ELBOW IN MAIN LINE AND
SCHEDULE SHALL TAKE PRECEDENCE. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL
19.
IRRIGATION AND ELECTRICAL SLEEVES TO BE SCHEDULE 40 PVC. ALL SLEEVES TO
CORRESPONDING TO ETCHED LABELS ON TOP OF VALVE BOXES. THIS SHEET TO BE
INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE
AT EACH REMOTE CONTROL VALVE. PULL ONE ADDITIONAL SPARE WIRE TO THE MOST
BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED BY THE
EXTEND AT LEAST 12" BEYOND CONCRETE STRUCTURES. ALLOW AT LEAST 4'- 6" FROM
PLACED IN A PLASTIC POUCH AND ATTACHED TO INSIDE OF CONTROLLER.
IRRIGATION POINT OF CONNECTION TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
DISTANT VALVE LOCATION FOR POTENTIAL FUTURE USE. COLOR OF EXTRA WIRE SHALL
LANDSCAPE ARCHITECT.
END OF SLEEVES TO FIRST FITTING ON IRRIGATION LINE. ALL SLEEVES TO BE 24' BELOW
BE YELLOW.
GRADE AND/OR PER OWNER'S SPECIFICATIONS. ALL SLEEVES UNDER PARKING LOTS, 22.
SET BACK ALL SPRAY AND STREAM TYPE IRRIGATION HEADS V-0" FROM BACK OF CURB
4. ALL MATERIAL USED SHALL BE INSTALLED AS DETAILED. ALL IRRIGATION EQUIPMENT
14.
ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE (3/8''
STREETS, STAGING AREAS, AND PATIOS TO BE INSTALLED BY PAVING CONTRACTOR
OR SIDEWALK TO REDUCE OVER SPRAY OR PROVIDE DESIGN ALTERNATIVES TO
NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S
8.
LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BE A MINIMUM OF 2" BELOW THE
MINUS) MATERIAL. IMPORT SAND IF NECESSARY. BACKFILL IN TWO OR MORE
PRIOR TO PAVING.
ACHIEVE SIMILAR RESULTS TO BE APPROVED BY LANDSCAPE ARCHITECT.
RECOMMENDATIONS AND SPECIFICATIONS. OWNER'S REPRESENTATIVE AND/OR
BOTTOM OF THE VALVE SO THAT THE VALVE IS COMPLETELY VISIBLE. ALL PEA GRAVEL
COMPACTED LIFTS. SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE
LANDSCAPE ARCHITECT SHALL APPROVE ALL DEVIATION'S FROM DRAWINGS OR
1N VALVE BOX TO BE CLEANED FROM TOP OF VALVE SO THAT VALVE IS COMPLETELY
BROUGHT TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE.
20.
NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO THE FOLLOWING REQUIRED 23.
LOCATE VALVE BOXES IN PLANTING AREAS SO THAT THEY ARE SCREENED FROM VIEW.
MATERIALS USED.
VISIBLE. LIP OF VALVE BOX IS ALSO TO BE FREE OF DEBRIS.
STAGES OF OBSERVATION FOR:
NO VALVE BOXES SHALL BE LOCATED IN TURF ARWF. CASE # OV1213-13
P milacy
ARIZONA-13,013 -LEFT
SIDE DRIVE-THRU
STORE NUMBER: 10006
SEC ORACLE ROAD & FIRST AVENUE
ORO VALLEY, AZ
PROJECT TYPE: NEW STORE
DEAL TYPE: FEE FOR SERVICE
CS PROJECT NUMBER: 062330
LANDSCAPE ARCHITECT:
Landscape Architecture
Land Planning
Urban Design
phone 480.949.7127
fax 480.949.2655
3295 north drinkwater blvd
suite I I
scottsdale, arizona 85251
COPYRIGHT 2013
NEILL+YOUNG ASSOCIATES
Call at least two full working days
before ou be in excavation.
j 1 I .
■rlm6>t w. it>ih.l.c
Dial 8-14 or 1400-STAK94T (782-8346)
In Marleopa County: (602) 263-1100
DEVELOPER:
ARMSTRONG
DEVELOPMENT
PROPERTIES, INC.
2121 W. CHANDLER BLVD. SUITE 106
CHANDLER, AZ 85224
PHONE (602) 385-4100
FAX (602) 385-4101
1CA7E
I
1\F ryp qP0
5-
37964
JOSEPH M. m
YOUNG `�'
6-12-13 . ~/
AO o EXPIRES:09/30/14
THIS WING SHALL
NOT BE USED FOR
CONSTRUCTION PURPOSES U NTIL THE SEAL
AND SIGNATURE OF THE RESPONSIBLE
REGISTRANT APPEARS
S ON THE DRAWING
,
AND PROPER PERMIT FORMS
0 S AND RELATED
FEES ARE TRANSMITTED BY THE OWNER,
OWNER'S AGENT OR CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION.
REVISIONS:
CITY 8/ W e
DRAWING BY: %W
DATE: OW21"
JOB NUMBER: so
TITLE: SAN DORADO PAD A
IRRIGATION PLAN
SHEET NUMBER:
L-2 3 OF 7
LANDSCAPE PLANS