Attachment II Approved Plans Home2Suites SPR 201803495 — Council Economic Development Committee, April 28, 2022

G000 COVER SHEET HAYWARD EXECUTIVE AIRPORT HESPERIAN BLVD SKYWEST DR SITE SAN FRANCISCO BAY SKYWEST GOLF COURSE SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS P 1 2 3 4 COVER SHEETS P 1 2 3 4 P 1 2 3 4 * CIVIL DRAWINGS ***** LANDSCAPE DRAWINGS **** STRUCTURAL DRAWINGS ARCHITECTURAL SHEETS ****** PLUMBING SHEETS FIRE SPRINKLER MECHANICAL ELECTRICAL SHEETS FIRE ALARM SHEETS INTERIOR SHEETS CONTACT: EMAIL: RAMESTA HOSPITALITY LLC 445, HOTEL CIRCLE, SOUTH SAN DIEGO, CA 92108 JAY SHAH Owner [email protected] PHONE: (619) 298-1291 EMAIL: MWT 5820 MAIN STREET, SUITE 501 WILLIAMSVILLE, NY 14221 ANITA BANSAL Architect 716-631-0600 [email protected] PHONE: CONTACT: EMAIL: STERLING CONSULTANTS 11040 BOLLINGER CANYON ROAD, SUITE E-102, SAN RAMON, CA 94582 DILIP KISHNANI PRINCIPAL(925) 705-3633 [email protected] PHONE: CONTACT: EMAIL: PHONE: YOUNG DESIGN GROUP 7234 EAST SHOEMAN LANE SUITE #08 SCOTTSDALE, AZ- 85251 JOE YOUNG, RLA PRINCIPAL(408) 257 3312 [email protected] 22005 SKYWEST DR, HAYWARD , CA 94541 ************ R1 RENDERING SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 RENDERING R2 RENDERING SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 2 RENDERING

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(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES
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SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
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LIMIT OF WORK
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

SHEET OF
HAYWARD CITY | CALIFORNIA
10 / 03 / 18
4 / 30 / 19
s c o t t s d a l e , a r i z o n a 8 5 2 5 1
7 2 3 4 e a s t s h o e m a n l a n e
s u i t e 8
9 Revisions
-PRELIMINARYNOT FOR CONSTRUCTION
1ST CITY REVIEW 08-29-18
2ND CITY REVIEW 10-03-18

SHEET INDEX
L1.1 PRELIMINARY LANDSCAPE PLAN

PRELIMINARY LANDSCAPE PLAN
APPLICANT / OWNER:

RAMESTA HOSPITALITY, LLC
22005 SKYWEST DR
HAYWARD, CA 94541PH: (619) 298-1291
CONTACT: JAY SHAH
[email protected]

CONTACT INFO
APPROX. NWC SKYWEST DRIVE AND HESPERIAN BLVD
HAYWARD CITY | CALIFORNIA
L0.1 COVER SHEET + NOTES
1 L0.1
LANDSCAPE ARCHITECT OF RECORD:

THE DESIGN ELEMENT2211 EAST HIGHLAND AVENUE SUITE 120
PHOENIX, AZ 85251PH: (602) 244-1970
CONTACT: JEFF ANDERSON
[email protected]
LANDSCAPE ARCHITECT:

YOUNG DESIGN GROUP
7234 EAST SHOEMAN LANE SUITE # 8SCOTTSDALE, AZ 85251
PH: (480) 257-3312
CONTACT: JOE YOUNG
[email protected]

DESCRIPTION OF WORK

THE PROPOSED IMPROVEMENTS FOR THIS

PROJECT INCLUDE NEW FRONTAGE, PARKING

LOT AND BUILDING FOUNDATION PLANTINGS
FOR A NEW HOTEL DEVELOPMENT. FUTUREPHASES SHALL INCLUDE THE PROPOSED

COMMERCIAL / RETAIL PAD AS SHOWN ON THE
PLAN. IMPROVEMENTS FOR FUTURE PHASES

SHALL BE PROVIDED BY SEPARATE REVIEW AND

APPROVAL WITH AN INTERIM DUST COVER
PALLIATIVE APPLIED FOR DUST CONTROL.

DESIGN COMPONENTS RECOMMENDED FOR THISPROJECT SHALL INCLUDE: x ENHANCEMENT OF LANDSCAPE TO COMPLEMENT ADJACENT PROPERTIES x SUSTAINABLE LANDSCAPE AND IRRIGATION IMPROVEMENTS WITH LOW ENVIRONMENTALIMPACT METHODS AND MATERIALS x SOIL CONSERVATION TECHNIQUES. x PERMEABLE BIO-SWALE PLANTINGS VICINITY MAP N.T.S.

I HAVE COMPLIED WITH THE CRITERIA OF THE CITY OF HAYWARD'S BAY FRIENDLY WATER

EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.

COMPLIANCE STATEMENT

LANDSCAPE ARCHITECT SIGNATURE DATE
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE MWELO.

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH THE CITY OF
HAYWARD STANDARDS FOR LANDSCAPEDEVELOPMENT.

2. THE PLANT MATERIAL SUPPLIER AND/OR

LANDSCAPE CONTRACTOR SHALL PROVIDE

GUARANTEE EVIDENCE TO THE CITY

LANDSCAPE INSPECTOR THAT ALL PLANTMATERIAL IS CONSISTENT WITH THE

APPROVED PLANT LEGEND CONSIDERING
GENUS, SPECIES, CULTIVARS, AND SIZESPECIFIED. ALL PLANT MATERIAL NOTCONSISTENT WITH THE PLANT LEGEND MAY BE REJECTED.

3. ALL REVISIONS AND CHANGE ORDERS TO THE

APPROVED LANDSCAPE ARCHITECTURAL

PLANS AND SPECIFICATIONS ARE SUBJECT TO

THE REVIEW AND APPROVAL OR THE CITY

LANDSCAPE ARCHITECT BEFORE WORK MAY
CONTINUE. MINOR CHANGES ARE TO BE

EMAILED TO THE CITY LANDSCAPE ARCHITECT
AND THE CITY LANDSCAPE INSPECTOR.

MAJOR CHANGES ARE TO BE DONE WITH TWOREVISED PLAIN PAPER COPIES BEING SENT TO

THE CITY WITH NOTIFICATION GIVEN TO THE
CITY LANDSCAPE INSPECTOR.

4. CONTRACTOR SHALL NOTIFY UNDERGROUND
SERVICE ALERT (USA) BEFORE START OFCONSTRUCTION AT (800) 422-4133. AN

ENCROACHMENT PERMIT IS REQUIRED FORPOT-HOLING TO VERIFY EXISTING LOCATION OF UTILITIES.

5. PLANS COMPLY WITH THE CURRENT CITY OF

HAYWARD WATER EFFICIENT LANDSCAPE
ORDINACE NO. 15-25 OF THE "BAY FRIENDLY
WATER EFFICIENT LANDSCAPE ORDINANCE".

6. PRIOR TO THE BEGINNING OF PROJECT

CONSTRUCTION, A PRE-CONSTRUCTION

MEETING SHALL BE SCHEDULED BY THE
CONTRACTOR AND CLIENT.

7. EXISTING TREES SHALL BE PROTECTED IN

ACCORDANCE WITH THE CITY'S TREE
PRESERVATION ORDINANCE. ANY DAMAGEDEXISTING TREES DURING CONSTRUCTION

SHALL BE REPLACED TO THE APPROVED
APPRAISED VALUE.

8. WATER SUPPLY TO BE FROM EBMUD POTABLE
WATER SYSTEM. SEE CIVIL DRAWINGS.

ARCHITECT:

MWT ARCHITECTS
5820 MAIN ST #501
WILLIAMSVILLE, NY 14221
PH: (716) 631-0600
CONTACT: JITENDRA VAIDYA
[email protected]
CIVIL ENGINEER:STERLING CONSULTANTS
11040 BOLLINGER CANYON ROAD
SUITE E-102SAN RAMON, CA 94582
PH: (925) 705-3633
CONTACT: DILIP KISHNANI
[email protected]

COVER SHEET
+ NOTES

LANDSCAPE CONSTRUCTION GENERAL NOTES

1. REFER TO PLANTING DETAILS. BACKFILL: NATIVE SOILS
FREE OF CONTAMINATION AND ROCKS OVER 3 INCHES INDIAMETER.

2. COMPLETE ALL TRENCHING, LANDSCAPE GRADING,
BERMING AND SWALES PRIOR TO START OF PLANTING.

3. NOTE: SURFACE-FERTILIZE PLANTS AS PART OF
COMMON-AREA MAINTENANCE CONTRACT.

4. APPLY A SOLUTION OF "SUPERTHRIVE" COMBINED WITH

LIQUID CHELATED IRON SUPPLEMENT AS PLANT IS BEING
WATERED IN,AT THE FOLLOWING RATES:
-BASIC MIX: 1/4 TSP. (TEASPOON) SUPERTHRIVE AND 1 TSP.

IRON SUPPLEMENT PER GALLON OF WATER.
-TREES: APPLY 4 GALLONS OF BASIC MIX.-SHRUBS AND SUCCULENTS 1 GAL. AND 5 GAL.: APPLY 1 GALLON OF BASIC MIX.
-SHRUBS AND SUCCULENTS 15 GAL.: APPLY 2 GALLONS OF
BASIC MIX.

5. REMOVE NURSERY PROVIDED STAKING AND TAPING FROM
ALL PLANTS, IF APPLICABLE. STAKE NURSERY GROWN
TREES AS DETAILED.

6. WATER SUPPLY MUST BE OPERATIONAL PRIOR TO PLANT
INSTALLATION.

7. PRUNE DEAD OR DAMAGED BRANCHES AFTER PLANTING.

PRUNE TREES OF LIVING BRANCHES, ONLY IF DIRECTED BY
THE LANDSCAPE ARCHITECT OR OWNER, AFTER PLANTING.

8. BEFORE PLANTING, STAKE OR FLAG THE LOCATION OF ALL
PLANTS OR PLACE CONTAINERS UP TO 15 GAL. ATLOCATIONS SHOWN ON PLAN AND ARRANGE TO HAVE THELANDSCAPE ARCHITECT REVIEW AND APPROVE THELOCATIONS. LANDSCAPE ARCHITECT MAY REVISELOCATIONS ONCE BEFORE PLANTING.

9. REMOVE ALL WEED GROWTH FROM AREAS TO BE
LANDSCAPED. IF WEED CONTROL IS NEEDED, USE
CAREFULLY APPLIED CONTACT HERBICIDE, "ROUND-UP" OR
EQUAL. APPLY BY HAND SPRAYER TO AVOID DAMAGE TONEW PLANTS.

10. WARRANTY ALL PLANT MATERIAL TO BE IN HEALTHY
GROWTH FOR THE PERIODS OF: TREES: 365 DAYS
SHRUBS, VINES AND GROUNDCOVERS: 90 DAYS, STARTING

AT DATE OF FINAL ACCEPTANCE, REPLACE MATERIAL NOT
SHOWING HEALTHY GROWTH WITHIN 10 WORKING DAYS OF
NOTIFICATION BY OWNER.

11. TDE DOES NOT WARRANTY AVAILABILITY OF SPECIES OR
SIZES OF PLANTS LISTED. "AVAILABLE" SHALL MEAN

AVAILABLE IN A WHOLESALE NURSERY IN ARIZONA OR
CALIFORNIA. NOTIFY OWNER AND YDG OF
NON-AVAILABILITY FOR ISSUANCE OF SUBSTITUTION BYLVA.

12. CITY APPROVAL OF THESE PLANS SHALL SIGNIFY AND

CONFIRM OWNER'S CAREFUL REVIEW AND APPROVAL OF

THESE PLANS, INCLUDING PLANT SPECIES AND SIZES
LISTED. OWNER SHALL OBTAIN UNIT PLANT COSTS,
INSTALLED & GUARANTEED.

13. TYPICAL MINIMUM SETBACKS FROM EDGE OF WALKS,
DRIVES AND BUILDINGS: TREES: 6 FT.; SHRUBS: 3 FT.;
GROUNDCOVER: 2 FT.

14. AREAS IN SIGHT TRIANGLES SHALL HAVE NO OBSTRUCTION
GREATER THAN 2 FT. HT. AND TREES SHALL HAVE CANOPY
HIGHER THAN 7 FT. AT TIME OF PLANTING.

15. NOTE THAT NURSERY-GROWN TREES MUST HAVE TRUNK

DIAMETER IN PROPORTION TO HEIGHT, AND THAT

CONTRACTOR MUST INSPECT EACH TREE FOR
ROOT-BINDING AND OTHER GROWTH DEFECTS, ANDREMOVE DEFECTIVE PLANTS FROM THE SITE. MAINLEADER OF TREE SHALL BE INTACT. TREES WITH MAINLEADER SHALL BE REMOVED.

16. CONTRACTOR IS RESPONSIBLE TO COORDINATE HEADER

INSTALLATION WITH

17. GRADING CONTRACTOR. ANY LOCATIONS WHERE RIP-RAP

SWALES ARE ADJACENT TO TURF AREAS, HEADER IS TO

HAVE A DRAINAGE OUTLET (TURN-DOWN) FOR THE WIDTH
OF THE RIP RAP AREA, TYP.

18. TREES TO MEET LOCAL JURISDICTIONS ZONING SIZE
REQUIREMENTS AT THE TIME OF PLANTING. TREES THATDO NOT MEET MIN. REQUIREMENTS SHALL BE REPLACED IN KIND WITH TREE THAT MEETS REQUIREMENTS.

19. ANY DISTURBED AREAS AREAS NOT INITIALLY BUILT UPON

WILL NEED A CITY APPROVED DUST CONTROL MATERIAL
INSTALLED.

20. TREES THAT ARE PLANTED AS 24" BOX MUST HAVE 2"
CALIPER AFTER FIRST YEAR OF GROWTH.

21. LANDSCAPE ARCHITECT TO INSPECT TREES PRIOR TO
PURCHASE.

22. ALL PLANTING AREAS ARE TO HAVE SHREDDED WOOD
MULCH TOP DRESSING. MULCHED AREAS ARE TO BE 3"DEPTH, COLOR AS SPECIFIED, TYP.

23. NO PLANT SUBSTITUTIONS ALLOWED UNLESS APPROVED IN

WRITING BY LANDSCAPE ARCHITECT AND CONFORMING TO
LOCAL AGENCY'S APPROVED PLANT LIST.

24. LANDSCAPE ARCHITECT IS TO APPROVE ALL PLANT
MATERIAL PRIOR TO DELIVERY TO SITE. ONE WEEKMINIMUM NOTICE.

25. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL
CONDITIONS ON SITE PRIOR TO PROJECT START-UP.

26. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REPAIR

ANY DAMAGES MADE TO EXISTING LANDSCAPING,

UNDERGROUND UTILITIES, IRRIGATION LINES, ELECTRICAL
LINES, ETC., AT HIS EXPENSE.

27. ANY PLANT MATERIAL NOT SHOWN TO REMAIN ON PLAN IS
TO BE REMOVED.

28. ADJUST ALL NEW LANDSCAPING AS NECESSARY TO
ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.

29. CONTRACTOR IS TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES PRIOR TO ANY SITE WORK BEINGEXECUTED.

30. QUANTITIES ON PLAN ARE PROVIDED FOR BIDDING
PURPOSES ONLY. LANDSCAPE CONTRACTOR ISRESPONSIBLE TO VERIFY ALL QUANTITIES PRIOR TO CONSTRUCTION.

31. ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE

FINE GRADED AND TREATED TO BLEND EVENLY WITH ALL
NEWLY CONSTRUCTED AREAS.

32. LANDSCAPE ARCHITECT / OWNERS REPRESENTATIVE

RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL

THAT IS DETERMINED TO NOT SATISFY THE DESIGN INTENT

OF THE LANDSCAPE PLAN BASED ON SIZE, SHAPE,
APPEARANCE, HEALTH, OR IMPROPER CARE.

33. ALL BOULDERS ARE TO BE GRANITE, COLOR: BROWN ALE,
SIZE PER PLANT SCHEDULE. ALL BOULDERS ARE TO BE
BURIED 1/3 IN SOIL.

34. ALL SWALE CHANNELS ARE TO HAVE 6" - 8" FRACTURED

GRANITE OR OTHER APPROVED STONE MATERIAL
INSTALLED TO PREVENT EROSION.

35. ALL DOWNSPOUTS / SCUPPERS ARE TO HAVE 3'x3', 3" - 6"

FRACTURED GRANITE OR OTHER APPROVED STONE
MATERIAL INSTALLED TO PREVENT EROSION.

36. ALL BERM CONTOUR INTERVALS ARE AT 1'-0", SLOPES NOT TO EXCEED 4:1.

37. ALL EDGING BORDERS ARE TO BE FLEXIBLE
BEND-A-BOARD. COLOR AND SIZE AS SPECIFIED.

38. CONTRACTOR TO ENSURE THAT SLEEVING FOR IRRIGATION
GOES UNDER EVERY DRIVEWAY (WHERE APPLICABLE).

39. ALL SLOPES GREATER THAN 4:1 SHALL HAVE 100% LIVE
PLANT COVER.

40. ALL TREES WITHIN 5'-0" OF HARDSCAPE TO RECEIVE ROOT CONTROL BARRIER. SEE LANDSCAPE DETAILS FOR MORE
INFORMATION.

GRADING GENERAL NOTES

1. CONTRACTOR SHALL GRADE TO MAINTAIN

POSITIVE DRAINAGE AWAY FROM ALL

STRUCTURES AND MAINTAIN AND / ORCREATE DRAINAGE SPECIFIED ON THE PROJECT CIVIL ENGINEERS CONSTRUCTIONDOCUMENTS. CONTRACTOR SHALL KEEPDRAINAGEWAYS AND NATURAL FLOW CHANNELS SPECIFIED FREE FROMOBSTRUCTIONS THAT MAY IMPAIR FLOW.

2. AESTHETIC FINISH GRADING SHALL BE BY

THE DIRECTION OF THE LANDSCAPE
ARCHITECT. ALL GRADING SHALL BEAPPROVED BY OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING.

3. FINISH GRADE OF ALL PLANTING AREAS IS
TO BE 1" BELOW ADJACENT HARDSCAPE
UNLESS OTHERWISE NOTED.
10/03/18

APPROVALS

OVERALL SITE PLAN / KEY MAP NOT TO SCALE

LIMIT OF THIS PROJECT

FUTURE BUILDING

1. SITE SHALL HAVE AN INDEPENDENT IRRIGATION

SYSTEM INSTALLED AS PART OF THE
DEVELOPMENT OF THE SITE.

2. IRRIGATION SYSTEM IS TO BE FULLY AUTOMATIC

AND PROVIDE ADEQUATE WATER COVERAGE FORALL AREAS ON SITE BY MEANS OF OVERHEAD SPRAY, DRIP IRRIGATION AND ANNUAL BUBBLERSOR DRIP LINE AS SPECIFIED.

3. A CITY APPROVED BACKFLOW PREVENTION DEVICE

IS TO BE INSTALLED AT THE POINT OF CONNECTION

TO THE CITY WATER METER AS SHOWN ON FINAL
PLANS.

4. ALL MAINLINE IS TO BE SOLID PVC, CLASS 200
MINIMUM. SEE FINAL PLANS FOR MAINLINEROUTING.

5. CONTRACTOR IS TO PROVIDE SCHEDULE 80 PVC
SLEEVES AT ALL HARDSCAPE CROSSINGS. PVCSLEEVE IS TO BE 2x THE DIAMETER OF THE PIPE(S) PASSING THROUGH IT.

6. IRRIGATION AREAS ARE TO BE ZONED WITH SIMILAR
WATER USAGE PLANT MATERIALS.

7. ALL DRIP AND ANNUAL LATERALS ARE TO BE
SCHEDULE 40 WITH ALL JOINTS SOLVENT WELDED.

8. ALL SHRUB AND GROUNDCOVER PLANTS ARE TO
HAVE A MINIMUM OF (1) DRIP DISTRIBUTIONEMITTER PLACED NEAR THE ROOTBALL.

9. TREES ARE TO HAVE (1) MULTI-PORT DRIP EMITTER
AT EACH TREE LOCATION. SEE FINAL PLANS FOR
QUANTITY OF DRIP DISTRIBUTION TUBES PER TREE.

10. ALL IRRIGATION EQUIPMENT IS TO BE SET BACK

FROM WALKWAYS AND PAVED AREAS TO PREVENT

OVERSPRAY OR NUISANCE WATER ON PAVED
AREAS.

11. CONTRACTOR IS TO INSTALL A FULLY AUTOMATIC
SMART IRRIGATION CONTROLLER. CONTROLLER IS

TO INCLUDE HISTORIC WEATHER DATA

INFORMATION OR MOISTURE SENSORS TO SELF

ADJUST WATERING CYCLES FOR SEASONAL
WEATHER CHANGES. SEE IRRIGATION SCHEDULE

FOR ADDITIONAL INFORMATION AND
SPECIFICATIONS.

IRRIGATION NOTES
SITE
L2.1 HYDROZONE PLAN + CALCULATIONSL3.1 PRELIMINARY IRRIGATION PLANL4.1 SITE AMENITIES + FURNITUREL2.2 MAWA + ETWU CALCULATIONS

SITE DATA

TOTAL LANDSCAPE AREA PROJECT TYPE
(+/-) 47,815 S.F.

NEW CONSTRUCTION
WATER SUPPLY POTABLEL5.1 LANDSCAPE DETAILSL5.2 IRRIGATION DETAILSL4.2 SITE AMENITIES + FURNITURE

TREE MITIGATION SUMMARY
TREES TO BE REMOVED (ID #) VALUE OF REMOVED TREE
# 12 (BLACK LOCUST) $263.00

VALUE OF

REPLACEMENT TREE
[SEE ARBORISTS REPORT FOR ADDITIONAL INFORMATION]
$1,000.00
VALUE OF 36" BOX

TREE (INSTALLED)
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(4 STORIES)
POOL

HESPERIAN BOULEVARD

BIO-SWALE (SEE CIVIL)

BIKE RACKS
CROSSWALK, TYPA.D.A. RAMP, TYP
CROSSWALK, TYPA.D.A. RAMP, TYP
LOBBY
ENTRY

RAMP, TYP RAMP, TYP
HOME 2 SUITES

BIO-SWALE (SEE CIVIL)

TRANSFORMER

BIKE RACK

BIO-SWALE (SEE CIVIL)

MONUMENT SIGN
(BY OTHERS)

BIO-SWALE (SEE CIVIL)

EXISTING SIDEWALK
R.O.W.

EXISTING STREET TREES TO BE PRESERVED IN PLACE

BIO-SWALE (SEE CIVIL)
GABION BASKET SITE WALL BERM (1' HT @ 4:1)
(MIN 2' / MAX 3' HT - VARIES)

NATURAL COBBLE SWALE

WITH GRANITE BOULDERS

NATURAL COBBLE SWALE

WITH GRANITE BOULDERS
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BERM (1' HT @ 4:1)

EXISTING

STREET LIGHT

EXISTING
STREET LIGHT HYDRANT (KEEP 3' CLEAR ZONE ALL SIDES)
HYDRANT (KEEP 3'

CLEAR ZONE ALL SIDES)

EXISTING

STREET LIGHT
RAISED STEEL PLANTER (TYP - 9) 18" HT
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BERM (1' HT @ 4:1)
BERM (1' HT @ 4:1)

BIO-SWALE (SEE CIVIL)

CONCRETE HEADERCONCRETE PAVERS IN FIRELANE
(AS SELECTED)

ANNUALS
PATIO
POOL EQUIP.

ACCESS
M

GABION BASKET SITE WALL
(MIN 2' / MAX 3' HT - VARIES)

GABION BASKET SITE WALL
(MIN 2' / MAX 3' HT - VARIES)
(MIN 2' / MAX 3' HT - VARIES)

GABION BASKET SITE WALL SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

SS LINE

BENCH, TYP
BENCH

PORTE-COCHERE
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CONCRETE POTS

WITH ANNUALS

CONCRETE POTS

WITH ANNUALS

POLE LIGHT, TYP

BOLLARD LIGHT, TYP

POLE LIGHT, TYP

LIMIT OF WORK
BERM (1' HT @ 4:1)
REFUSE

ENCLOSURE

ANNUALS
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PLANT SCHEDULE

INERT MATERIALS
TREES

ACCENTS GROUNDCOVER
SHRUBS
Agave weberi
Weber's Agave
Shredded Redwood mulchSouth Bay Materials
3' / 4' / 5' Dia.
(vary sizes)
Fireworks Fountain Grass
Pennisetum setaceum 'Fireworks'
Dianella revoluta 'Little Rev'
Little Rev Flax Lily
Platanus x. acerfolia 'Columbia'
'Columbia' Plane Tree
Lagerstroemia indica x. fauriei
'Muskogee' Crape Myrtle
36" box / low break /
matched
15 gallon15 gallon
1 gallon
3" depth typ.

All LS Areas
Granite Boulders "Sierra"
South Bay Materials
Arbutus unedo 'Marina'
Strawberry Tree
Pistacia chinensisPistacia Tree
Raphiolepis indica 'Clara' Indian Hawthorn
36" box / standard /
matched
36" box / standard /
matched 5 gallon
'New Gold' Lantana
Lantana camara 'New Gold' 1 gallon
36" box / multi-trunk /
matched
Muhlenbergia rigens
Deer Grass
1 gallon
Emerald Carpet ManzanitaArctostphylos uva ursi 'emerald carpet' 1 gallon MULCH

EXISTING PLANTS SIZE / REMARKS
Existing trees to remainLondon Plane Tree species
Refer to arborists
report
Nasella tenuissima
Mexican Feather Grass 1 gallon
As selectedAnnuals by season from flats
Glossy Abelia
Abelia x. grandiflora 5 gallon
Olea europaea 'Little Ollie'
Dwarf Olive
Compact Myrtle Myrtus communis 'Compacta' 5 gallon
Nerium oleander 'Petite Pink'Petite Pink Oleander
5 gallon5 gallon
6"-10" Dia.
(vary sizes)
Natural Rock Cobble
South Bay Materials

SIZE / REMARKS SIZE / REMARKS
6"x6"
Square Profile
Concrete HeaderColor: Match Sidewalk
Existing trees to be removed
Species TBD
WUCOLS

MATURE SIZE

WIDTH / HT SPACING

EXISTING N/A N/A

N/A N/A N/A
20 x 30 Per Plan Low20 x 20 Per Plan Low
30 x 35 Per Plan Low
20 x 30 Per Plan Medium
QTY
Per Plan
1 20
15 19
11 QTY
58 352208559
115145
151
52 55
466
WUCOLS

MATURE SIZE

WIDTH / HT SPACING
6 x 6 Per Plan Very Low2 x 2 2' O.C. Low2 x 2 2' O.C. Low 3 X 3 4' O.C. Low3 X 3 3' O.C. Low
5 x 5 5' O.C. Low3 x 3 3' O.C. Low
4 x 4 5' O.C. Very Low
3 x 3 3' O.C. Very Low3 x 3 4' O.C. Low
WUCOLS

MATURE SIZE

WIDTH / HT SPACING
1 x 1 10" O.C. High
3 x 2 3' O.C. Low
5 x 1 3' O.C. Low

N/A N/A N/A
QTY
Per Plan
314
194
Per Plan
52 / 45 / 24
Per PlanPer Plan

N/A N/A N/AN/A N/A N/AN/A N/A N/A
Society GarlicTulbaghia x. Ashanti 1 gallon 557 2 x 1 1.5' O.C. Low Salvia clevlandii
Cleveland Sage 5 gallon 136 3 x 3 5' O.C. Low
(Bio-retention)(Bio-retention)
2' or 3' height /
lengths as shown
on plan
Gabion basket site wallColor: Rust Finish with Natural
Rock Cobble fill
Per Plan N/A N/A N/A
P
Concrete Pot with Annuals 36" Dia(see site amenity sheet for more info) Per Plan N/A N/A N/A
Refer to arborists
report
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

PRELIMINARY

LANDSCAPE
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY LANDSCAPE PLAN
P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK
1 BR DRIP
2 S+G DRIP
3 T DRIP
4 S+G DRIP
5 T DRIP
6 BR DRIP
7 S+G DRIP
8 9 T DRIP

BR DRIP
10 S+G DRIP 11
T DRIP
T
12T DRIP
13 S+G DRIP
14 A DRIP
14 A DRIP
16 T DRIP
15 S+G DRIP
17 BR DRIP
18 T DRIP
19 S+G DRIP
22 BR DRIP 20
T DRIP
21 S+G DRIP
23 S+G DRIP
24 T DRIP
25 BR DRIP
27 DRIP
26 S+G DRIP

HYDROZONE INFORMATION TABLE
HYDROZONE VALVE IRRIG. METHOD AREA (S.F.) % OF LS AREA
1 DRIP 2,476 5.2%
2 DRIP 5,492 11.4%
3 DRIP 216 .45%
4 DRIP 7,340 15.4%
5 DRIP 360 .75%6 DRIP 920 1.9%7 DRIP 6,498 13.6%8 DRIP 324 .68%9 DRIP 2,286 4.8% 10 DRIP 3,699 7.7%
11 DRIP 360 .75%
12 DRIP 144 .30%13 DRIP 1,723 3.6%14 DRIP 243 .52%
15 DRIP 1,734 3.6%

HYDROZONE
16 DRIP 144 .30%17 DRIP 466 .98%18 DRIP 504 1.1%19 DRIP 3,160 6.6% 20 DRIP 396 .83%
21 DRIP 4,427 9.3%
22 DRIP 434 .92%23 DRIP 2,059 4.3%24 DRIP 216 .45%25 DRIP 470 .98%26 DRIP 1,544 3.2%27 DRIP 180 .38% 1 2
3 4
56789
10 11
12131415
16 171819
20 21
222324252627
11 S+G DRIP
HYDROZONE #

IRRIGATION
METHOD
VEG. TYPE:

BR = BIO-RETENTION
S+G = SHRUB + G.COVER
T = TREE
A = ANNUALS

HYDROZONE IDENTIFICATION
TYPE
BRBRBR
S+GS+GS+GS+GS+GS+G
TTTTT
A
TYPE VALVE IRRIG. METHOD AREA (S.F.) % OF LS AREA
T - - - - - - - - - - - - BRTS+G S+G S+G S+G BRBRTTT
TOTAL LANDSCAPE AREA 47,815 100%
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
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1801
YDG
Description Date

SHEET OF
HAYWARD CITY | CALIFORNIA
08 / 29 / 18
4 / 30 / 19
s c o t t s d a l e , a r i z o n a 8 5 2 5 1
7 2 3 4 e a s t s h o e m a n l a n e
s u i t e 8
9 Revisions
-PRELIMINARYNOT FOR CONSTRUCTION
1ST CITY REVIEW 08-29-18
3 L2.1

HYDROZONE
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' HYDROZONE PLAN
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
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CALCULATIONS

IRRIGATION GENERAL NOTES

1. ALL IRRIGATION EQUIPMENT TO BE LOCATED IN LANDSCAPE AREAS WITHIN PROPERTY BOUNDARIES OF THE PROJECT - ALL LINES AND EQUIPMENT ARE SCHEMATIC AND ARE SOMETIMES SHOWN IN ROADWAYS, SIDEWALKS, OR OUTSIDE PROPERTY LINES. THIS IS DONE FOR CLARITY PURPOSES ONLY.

2. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCHOBSTRUCTIONS OR CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

3. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM SOURCE PRESSURE OF 60 PSI. 4. ALL MATERIAL USED SHALL BE INSTALLED AS DETAILED. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT SHALL APPROVE ALL DEVIATION'S FROM DRAWINGS OR MATERIALS USED.

5. THE OWNER'S REPRESENTATIVE MAY, AT ANY TIME, TAKE AND ANALYZE SAMPLES OF MATERIALS AND EQUIPMENT FOR CONFORMITY TO SPECIFICATIONS. THE CONTRACTOR SHALL MAKE SUCH SAMPLES AVAILABLE UPON REQUEST. REJECTED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE.

6. INSTALL BACKFLOW PREVENTION UNIT(S) PIPING BETWEEN THE POINT OF CONNECTION AND THE BPU PER LOCAL CODES. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE THE FINAL LOCATION OF THE BPU. BACKFLOW PREVENTOR MUST BE SCREENED FROM VIEW.

7. INSTALL IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN ON PLAN. INSTALL CONTROLLER IN

A LOCATION THAT IS
ACCESSIBLE FOR MAINTENANCE PERSONNEL AND SCREENED FROM VIEW NEXT TO WALLS, BUILDINGS OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING MATERIALS AND LABOR TO PROVIDE SPECIFIED ELECTRICAL SERVICE TO ALL CONTROLLER LOCATIONS. ALL ELECTRICAL WORK TO BE PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE.

9. 24 VOLT WIRE SHALL BE 600V, UF, UL APPROVED, #14 GAUGE, SINGLE STRAND, PLASTIC INSULATED, COPPER WIRE. COMMON WIRE IS TO BE WHITE, CONTROL WIRE IS TO BE RED (USE NO BLACK WIRE). TAPE AND BUNDLE WIRE AT 10' ON CENTER. LAY BESIDE MAINLINE. SPLICE IN VALVE BOXES ONLY, USING MANUFACTURED EPOXY OR RESIN FILLED WIRE CONNECTORS. PROVIDE 18" SLACK AT EACH ELBOW IN MAIN LINE AND AT EACH REMOTE CONTROL VALVE. PULL ONE ADDITIONAL SPARE WIRE TO THE MOST DISTANT VALVE LOCATION FOR POTENTIALFUTURE USE. COLOR OF EXTRA WIRE SHALL BE YELLOW.

10. APPROXIMATE LOCATION OF MAINLINE AND VALVES ARE SHOWN ON PLAN. FINAL LOCATION IS TO BE DETERMINED BY OWNER'S REPRESENTATIVE. AVOID LOCATING VALVES AND VALVE BOXES IN PLAIN VIEW.

11. LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BE
A MINIMUM OF 2" BELOW THE BOTTOM OF THE VALVE SO THAT THE VALVE IS COMPLETELY VISIBLE. ALL PEA GRAVEL IN VALVE BOX TO BE CLEANED FROM TOP OF VALVE SO THAT VALVE IS COMPLETELY VISIBLE. LIP OF VALVE BOX IS ALSO TO BE FREE OF DEBRIS.

12. LOCATE PRESSURE REGULATOR AND 'Y' STRAINER IN
A VALVE BOX AS REQUIRED. REMOTE CONTROL VALVE TO BE LOCATED IN

A SEPARATE
(ADJACENT) VALVE BOX, OR A JUMBO VALVE BOX MAY BE USED IN LIEU OF TWO SEPARATE BOXES.

13. ALL DRIP SYSTEMS TO BE FLUSHED THROUGH FLUSH CAPS. FLUSH CAPS TO BE LOCATED IN 10" ROUND ECONOMY BOXES.14. FLUSH CAPS SHALL BE PLACED IN A VALVE BOX AT THE END OF ALL LATERALS.15. THE CONTRACTOR SHALL PROVIDE CHECK VALVES AND AIR VACUUM RELIEF VALVES AS REQUIRED, OR AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, THROUGHOUT THE IRRIGATION SYSTEM LOCATED WITHIN SLOPED AREAS TO PREVENT LOW IRRIGATION HEADDRAINAGE.

16. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS AND PER PIPE SIZING SCHEDULE ON DETAIL SHEET. IF THERE IS A
DISCREPANCY BETWEEN THE PIPE SIZES SHOWN ON THE PLAN AND THOSE OUTLINED IN THE PIPING SCHEDULE, THE SCHEDULE SHALL TAKEPRECEDENCE. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.

17. ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE (3/8" MINUS) MATERIAL. IMPORT SAND IF NECESSARY.

BACKFILL IN TWO OR MORE COMPACTED LIFTS. SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE BROUGHT TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE.

18. REFER TO EMITTER DETAILS FOR EMITTER SPECIFICATIONS AND LAYOUT.19. ALL PLANTS THAT REQUIRE MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL. EMISSION POINTS AT ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE, MIDWAY BETWEEN THE CENTER OF THE PLANT AND THE EDGE OF THE ROOTBALL.

20. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL LANDSCAPE SLEEVING. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. VERIFY ANY EXISTING SLEEVES INSTALLED BY OTHER CONTRACTORS.

21. IRRIGATION AND ELECTRICAL SLEEVES TO BE SCHEDULE 40 PVC. ALL SLEEVES TO EXTEND AT LEAST 12" BEYOND CONCRETE STRUCTURES.

ALLOW AT LEAST 4" - 6" FROM END OF SLEEVES TO FIRST FITTING ON IRRIGATION LINE. ALL SLEEVES TO BE 24" BELOW GRADE AND/OR PER OWNER'S SPECIFICATIONS. ALL SLEEVES UNDER PARKING LOTS, STREETS, STAGING AREAS, AND PATIOS TO BE INSTALLED BY PAVINGCONTRACTOR PRIOR TO PAVING.

22. NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO THE FOLLOWING REQUIRED STAGES OF OBSERVATION FOR:
- MAINLINE: Installation, depth, valves, wire, line pressure test- EMITTER LATERALS: Installation, depth, valves, emitters, outlet tubing, at line pressure- CONTROLLER: Installation, functioning

23. PRIOR TO OWNER'S APPROVAL, AN IRRIGATION "TUNE UP" MUST BE PERFORMED AS FOLLOWS:

A. ALL IRRIGATION EQUIPMENT (INCLUDING ALL PIPELINES AND SLEEVES) TO BE DOCUMENTED FROM TWO STATIONARY POINTS.

B. ALL DRIP SYSTEMS TO BE FLUSHED BEGINNING WITH "Y" STRAINER, WORKING AWAY FROM THE PRESSURE REGULATOR.

C. ALL IRRIGATION SPRINKLER HEADS TO BE FLUSHED OF DEBRIS AND FLOW CONTROLS ADJUSTED TO ACHIEVE MAXIMUM COVERAGE FOR TURF AREAS. AVOID OVER SPRAY ON ALL STREETS, CURBS, SIDEWALKS, WALLS, AND STRUCTURES.

D. ALL IRRIGATION HEADS SHALL BE ADJUSTED TO PROPER HEIGHT.E. IRRIGATION VALVES TO BE LABELED ON

A SHEET OF PAPER WITH STATIONS CORRESPONDING TO ETCHED LABELS ON TOP OF VALVE BOXES. THIS SHEET TO BE PLACED IN A PLASTIC POUCH AND ATTACHED TO INSIDE OF CONTROLLER.

P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK
A3
1" 3
XXX
TREE
A2
1" 2
XXX
S+G
A1
1" 1
XXX
BIORET
A4
1" 4
XXX
S+G
A5
1" 5
XXX
TREE
A19
1" 19
XXX
S+G
A18
1" 18
XXX
TREE
A17
1" 17
XXX
BIORET
A6
1" 6
XXX
BIORET
A7
1" 7
XXX
S+G
A8
1" 8
XXX
TREE
A9
1" 9
XXX
BIORET
A10
1" 10
XXX
S+G
A11
1" 11
XXX
TREE
A13
1" 13
XXX
TREE
A12
1" 12
XXX
S+G
A14
1" 14
XXX

ANNUALS
A15
1" 15
XXX
S+G
A16
1" 16
XXX
TREE
TREE
A20
1" 20
XXX
A22
1" 22
XXX
S+G
A211" 21
XXX
BIORET
A23
1" 23
XXX
S+G
A24
1" 24

XXXTREE
A25
1" 25
XXX
BIORET
A26
1" 26
XXX
S+G
A27
1" 27
XXX
TREE

1.5" MAINLINE

IRRIGATION METER (EXISTING)

BACKFLOW PREVENTER (EXSITING)

FLOW SENSORMASTER VALVE

CONTROLLER (MOUNT TO

EXTERIOR WALL AND PAINT

TO MATCH BUILDING)
A1
2" 1

54.2 SHRUB - CLASS 315 PVC LATERAL LINE (TREES) SEE PIPE SCHEDULE - SEE PIPE SCHEDULE - SCH 40 PVC MAINLINE SIZE PER PLAN CLASS 315 PVC LATERAL LINE (SHRUBS / GCOVER)
ESP-LXMEF CONTROLLER WITH WR2-RFCRAIN / FREEZE WEATHER SENSOR. INCLUDEEXPANSION MODULES AND STAINLESS STEEL LOCKING CABINET.

A - 27 STATIONS
NOTE:

1. PROVIDE IRRIGATION TO 4-5 SHRUBS MAX PER MULTI PORT EMITTERS IF USED AS COST SAVINGS OPTION (NOTIFY LANDSCAPE ARCHITECT FOR SUBSTITUTION APPROVAL. (TYP.)

2. ALL EMITTERS TO BE BOWSMITH MODEL ONLY, NO SUBSTITUTIONS. 1 GAL. 1 GPH BOWSMITH SL-210 1PALMS54"-72" BOX48" BOX36" BOX24" BOX15 GAL.5 GAL.

EMITTER SIZING SCHEDULE
BOWSMITH ML-220BOWSMITH ML-220BOWSMITH ML-210BOWSMITH ML-210BOWSMITH SL-210 RAINBIRD 1402 SERIESBOWSMITH ML-210 16 GPH
1 GPM
6 GPH
12 GPH
8 GPH4 GPH
1 GPH 1
32 2
2 2
1 PLANT SIZE FLOW / PER PLANT EMITTER / BUBBLER QTY
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

IRRIGATION
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY IRRIGATION PLAN
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
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06/21/2018
1801
YDG
Description Date

SITE AMENITIES
+ FURNITURE

SITE AMENITY SCHEDULE

ITEM DESCRIPTION MANUFACTURER MODEL / COLOR
1 BENCH LANDSCAPE FORMS MULTIPLICITY BENCH / BACKED WITH STRAIGHT END

AND ARMS / SILVER POWDERCOAT WITH JARRAH

WOOD SLATS
2 BIKE RACK LANDSCAPE FORMS EMERSON BIKE RACK / SILVER POWDERCOAT3 CONCRETE POTS KORNEGAY DESIGN FACETED SERIES / FS-24 / DAVIS COLOR 'OMAHA TAN' / INTERIOR SEALED WITH DRAIN HOLE
4 PER FABRICATOR 3/8" THICK STEEL PLATE / RUST FINISH / 8' x 8' SQUARE / 18" / HEIGHT ALL SEAMS WITH FULL WELD

AND GUSSETED CORNERS

RAISED STEEL

PLANTERS
5 PER FABRICATOR 2' HT x 2' WIDTH & 3' HT x 2' WIDTH / LENGTH PER

PLAN / RUST FINISH / ROCK COBBLE FILL MEDIUMPER LANDSCAPE PLAN

GABION BASKET

SITE WALLS
6 LANDSCAPE FORMS TORRES AREA LIGHT / 20' POLE / SILVER METALLIC FINISH

POLE MOUNTED

AREA LIGHT
7 BOLLARD LIGHT LANDSCAPE FORMS TORRES BOLLARD LIGHT / SILVER METALLIC FINISH 1 2
3 45 67
NOTE: ON ALL ITEMS ABOVE "APPROVED EQUALS" MAY BE SUBSTITUTED UPON OWNER AND CITY APPROVALS.

P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK

A A A A A A A
AA
A
A
C
C
A
A
A

A A A A
A
A A
A
A
A
A
C
C
C
C
B
B
B
B
B
BB
B
B
B B
B
B B B
A
BB
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
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1801
YDG
Description Date

PRELIMINARY

LIGHTING
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY LIGHTING PLAN

PRELMINARY LIGHTING SCHEDULE

ITEM DESCRIPTION MANUFACTURER MODEL / COLOR
LANDSCAPE FORMS TORRES AREA LIGHT / 20' POLE / SILVER METALLIC FINISH

POLE MOUNTED

AREA LIGHT

BOLLARD LIGHT LANDSCAPE FORMS TORRES BOLLARD LIGHT / SILVER METALLIC FINISH NOTE: ON ALL ITEMS ABOVE "APPROVED EQUALS" MAY BE SUBSTITUTED UPON OWNER AND CITY APPROVALS.

A
B

N/A N/A

EXISTING LIGHT
(OFFSITE - FOR

REFERENCE
ONLY)
C

PRELMINARY LIGHTING NOTES

1. FINAL LIGHTING AND PHOTOMETRIC PLANS ARE TO BE PROVIDED AT THE TIME OF PERMIT REVIEW BY ELECTRICAL / LIGHTING DESIGN CONSULTANT. THESE PLANS ARE FOR PRELIMINARY PURPOSES ONLY.

SCALE: N.T.S.

SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
61 7
2 3 4
SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.
8 SCALE: N.T.S.
9 TREE AND SHRUB PLANTING

BACKFILL

FERTILIZER TABLET

SEE STAKING DETAIL

TOP OF ROOTBALL FLUSH WITH

FINISH GRADE
BACKFILL:
1 PART MULCH TO 3 PARTS TOPSOIL
PLANTING PIT SIZES:
1 GAL. OR 5 GAL.: 2X WIDTH OF ROOTBALL DEPTH-DEPTH

OF ROOTBALL

FERTILIZER TABLETS (AGRIFORM TABLETS)DOWN ALONG PLANT ROOTBALL 1 PER 1 GAL.,
2 PER 2 GAL.,3 PER 15 GAL.,4 PER 24"BOX OR LARGER
2X DIA.

ROOTBALL

DEPTH OF

ROOTBALL

DEPTH OF

ROOTBALL
2X DIA.

ROOTBALL

TYPICAL STAKING DETAIL
NOTE: 15 GAL AND 24"BOX (SMALL CALIPER) TO HAVE DOUBLE TIES BETWEEN STAKES. 24" AND LARGER TO HAVE SINGLE TIE BETWEEN STAKES. 8' TO 10' LODGEPOLE STAKES DRIVEN ATANGLE (8' FOR MULTI OR CANOPY 10'

FOR TALL COLUMNAR)

STRESS POINT OF TREE

NOTCH BACKSIDE OF POLY TUSING
5/8" BLACK POLY TUBING
12"-15" LONG MIN.
#10 PLASTIC GUYWIRE

WRAP TWICE AROUND STAKE

SEE PLANTING DETAIL
NOTE: MULTI-TRUNKED TREES TO HAVE ALL MAJOR LEADERS
STAKED OR SUPPORTED. ALL WIRE TO WRAP A MIN. OF 5TIMES AROUND ITSELF

MULTI-TRUNK

DOUBLE-TRUNK

SINGLE-TRUNK
2X DIA.

NOTES:

1. FINISH GRADE TO BE 3" BELOW TOP OF WALK BEFORE INSTALLATION OF DECOMPOSED GRANITE (2 1/2" FOR SOD OR SEED).

2. FINE GRADE TO CREATE RETENTION SWALE. SWALE TO BE APPROVED PRIOR TO PLANTINGAND/OR PLACING TURF OR D.G.

SIDEWALK

BACK OF WALK OR

BACK OF CURB

SWALE AT BACK OF WALK
CURB
6'-8"

UNLESS OTHERWISE NOTED
6" LEVEL
1-1/2"
6"

SLOPE NOT TO
EXCEED 4:1 TO
BLOCK WALLS.

TOP OF PAVEMENT

OR CURB

CONCRETE HEADER
4" OR 6"
95% COMPACTED SUBGRADE
1"

TURF AREA

CONCRETE HEADER

SHRUB / GROUNDCOVER AREA
1/2" RADIUS TYP.

NOTE:FINISH GRADE TO BE 1" BELOW TOP OF MOWSTRIP INLAWN AREA AND 2" BELOW AT DG AREAS.

FIBERGLASS REINFORCED

CONCRETE
6"
90% COMPACTEDSUBGRADE

WHEN SIDEWALK AND ADJACENT CURB ARE INSTALLED

MONOLITHICALLY, THE MID-POINT SCORE LINE MUST EXTEND
ACROSS THE CURB.

THE EXPANSION JOINT MATERIAL SHALL EXTEND FROM THE
SURFACE OF THE SIDEWALK TO 1" INTO THE SUBGRADE.

EXPANSION JOINTS SHALL BE CONSTRUCTED AT THE END OF

ALL POURS, AT POINTS OF CURVATURE, AT ADJOINING

STRUCTURES, AT DRIVEWAYS AND AT A MAXIMUM SPACING OF
100'. THE EXPANSION JOINT MUST PROVIDE FOR COMPLETE
SEPARATION OF THE SIDEWALK FROM ADJOINING CONCRETE.

EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPEFREFORMED EXPANSION JOINT FILLER, A.S.T.M. D-1751.

NOTES:
4'
42' TO 6'-0" (SEE PLAN)

SIDEWALKS (PRIVATE)
NOTE: PLANT SHRUB NO DEEPER THAN ROOTBALL. NO WELL IS NECESSARY. 2" DEPTH - DECOMPOSED GRANITE

BACKFILL - NATIVE SOIL
PLANT TABLETS. PLACE WITHIN
TOP 2" OF FINISHED GRADE. SEE

SPECIFICATIONS FOR QUANTITIES
Twice Width
of Rootball

FINISH GRADE IRRIGATION LINE, LOCATE ON

UPHILL SIDE OF PLANT

PLANTING ON SLOPE
6"-10"
3" - 6" FRACTURED GRANITE
(COLOR TO MATCH GRANITE)

PLANTING AREA / DG

PLANTING

AREA / DG
95% COMPACTED SOIL

WIDTH VARIES

SEE PLAN
MIRAFI 100X FILTER FABRIC
NOTE: SEE CIVIL PLANS FOR

AREAS OF GROUTED RIP RAP
DRAINAGE SWALES.

ROCK SWALE (TYPICAL)
3'-0" MIN
FILTER FABRIC UNDERFRACTURED ROCK.

ROOF DRAIN, TYP.

BUILDING FACADE
4"-8" FRACTURED GRANITE
ROCK, TYP.

NOTE:

1. RIP RAP SWALES VARY IN WIDTH AND LENGTH,
REFERENCE GRADING PLANS FOR MORE INFORMATION.

2. THIS DETAIL ALSO APPLIES TO RIP RAP SWALES IN

RETENTION BASINS

FINISH GRADE

DRAINAGE SWALE AT DOWNSPOUT

BARK MULCH (SEE

COVER SHEET FOR

COLOR, SIZE

AND DEPTH)

SUBGRADE SMOOTH TO
ALLOW FOR AN EVEN 2 INCH

APPLICATION OF TOP DRESSING

APPLY PRE-EMERGENT WEED

CONTROL TO SUBGRADE

FINAL APPLICATION OF WEED

CONTROL UPON COMPLETION

OF TOP DRESSING INSTALLATION

BARK MULCH
SCALE: N.T.S.
11 REFER TO TREE STAKING DETAIL
(INSTALL PARALLEL WITH CURB

LINES - SHOWNDIAGRAMATICALLY)

SET TREE PLUMBADJACENT SIDEWALKSTREET CURB

ROOT BARRIER (DEEPROOTBRAND OR EQUAL) - INSTALL
TOP OF BARRIER 12" ABOVE

FINISH GRADE, FOLLOW

MANUFACTURER
RECOMMENDATIONS.

CONSULT WITH PROJECTGEOTECHNICAL ENGINEER
FOR RECOMMENDED ROOTBARRIER DEPTH.
2" MULCH - SEE PLANS FOR TYPE
NOTE:

CONTRACTOR TO ENSURE

EACH TREE RECEIVESEMITTER(S) BRACING AS
SHOWN

ROOT BARRIER INSTALLATION

PLANTER WIDTH

SEE PLANS

ROOT BARRIER TO BE INSTALLED WHERE
ANY TREE IS LOCATED 5'-0" OR LESS

FROM ADJACENT HARDSCAPE, TYP
12 SCALE: N.T.S.

SCALE: N.T.S.
5 SCALE: N.T.S.
10 13
SCALE: N.T.S.
14 SCALE: N.T.S.
15 SCALE: N.T.S.
- NOT USED - - NOT USED - - NOT USED - - NOT USED -

BOULDER DETAIL
LANDSCAPE BOULDERSPER PLANS.

FINISH GRADE.UNDISTURBED OR

COMPACTED SUB GRADE
TO 95%.
2/3 HT. 1/3
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

LANDSCAPE

DETAILS
SCALE: N.T.S.

NOTE:

ALL PIPE SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH A MINIMUM OFFSET ATTHE JOINTS TO PERMIT EASY INSTALLATION AND REMOVAL OF THE IRRIGATION LINES. ALL PLASTIC LINES SHALL BE INSTALLED IN SLEEVES UNDER PAVED AREAS. SLEEVES SHALL EXTEND AT LEAST 12" BEYOND THE EDGES OF THE PAVEMENT. SIZE OF SLEEVES SHALL BE AS FOLLOWS:

NOTE:

ALL MAINLINE PIPE 2 1/2" AND LARGER SHALL BE A MINIMUM CLASS 200 RING-TIGHT PIPE.

MAINLINE 2" AND LESS SHALL BE A MINIMUM SCHEDULE 40 PVC. ALL LATERAL PIPE ABOVE 1/2" SHALL BE MINIMUM CLASS 200. ALL 1/2" LATERAL PIPE SHALL BE CLASS 315.

SLEEVE/PIPE SIZE
1-1/2"1-1/4"
SCALE: N.T.S.
16-2526 - 35 4"
3 1/2"
PIPE SIZE1", 1-1/4", 1-1/2"PIPE SIZE

PIPE SIZING SCHEDULE

SLEEVING SCHEDULE
1"3/4"1/2"1/2"3/4"
3"

FLOW (GPM)
11 - 156 - 100 - 5
PIPE SIZE3"2-1/2"2"
MIN. SLEEVE SIZE
2"2-1/2"
PIPE SIZE2", 2-1/4"3", 4"
121 - 150151 - 200

FLOW (GPM)
36 - 6061 - 8081 - 120
MIN. SLEEVE SIZE
4"6"

GATE VALVE DETAIL
SCALE: N.T.S.
2" OPERATING NUT/WHEEL.

GATE VALVE.PVC MAINLINE.
6" DIA.

SEE TRENCHING
DETAIL

PVC MAINLINE TO ADDITIONAL
ELECTRIC VALVES, REFER TO PIPE SIZING SCHEDULE.

BACKFLOW
PREVENTOR.

PVC LATERAL - REFER TO
PIPE SIZING SCHEDULE. (TYP.)

FLUSH CAP (TYP)
REFER TO FLUSH CAP DETAIL.

MULTI-OUTLET EMITTER (SHRUBS)
REFER TO EMITTER SIZING SCHEDULE.

MULTI-OUTLET EMITTER (TREES)
REFER TO EMITTER SIZING SCHEDULE.

ELECTRIC VALVE ASSEMBLY-
REFER TO IRRIGATION SCHEDULE.

ISOLATION GATE VALVE FOR
EACH ELECTRIC VALVE. (TYP.)

MAINLINE GATE
VALVE.

METER.

SCALE: N.T.S.

PIPE LAYOUT DETAIL

SINGLE OUTLET EMITTER (SHRUBS)
SCALE: N.T.S.

FINISH GRADE.

LATERAL LINE.

BEDDING IF IN ROCK
SEE SPECIFICATIONS.

MAINLINE.

WIRING TAPED EVERY 10".
18" MIN.

TRENCHING DEPTH DETAIL
SCALE: N.T.S.
12" MIN.

FLUSH CAP DETAIL
SCALE: N.T.S.
6 8
3 12
7 1
9 10 11
2 SCALE: N.T.S. SCALE: N.T.S.

NOTE:

1. EMITTER SYSTEM TO BE TOTALLY RIGID PVC UNLESS OTHERWISE NOTED.

TIE A LOOSE 20" LOOP IN ALL

WIRING AT CHANGES OF

DIRECTION GREATER THAN
30'. UNTIE ALL LOOPS AFTERALL CONNECTIONS HAVE
BEEN MADE.

NOTE:

1. PLACE ALL PIPE IN LANDSCAPE WITHIN
SPECIFIED PROPERTY.

2. INSTALL WIRING PER LOCAL CODE.3. SNAKE PLASTIC PIPING IN TRENCHES.4. COMPACT TRENCH THOROUGHLY TO MATCH ADJACENT SOIL DENSITIES.
4 SCALE: N.T.S.

SCALE: N.T.S.

DRIP VALVE ASSEMBLY
LOOP 1' OF 2 SPARE WIRES IN VALVE BOX
PVC SCH 40 EL (1 OF 2)BRICK (1 OF 4)PVC BALL VALVE
PVC SCH 40 TEE OR EL

PVC MAINLINE
3" MIN.

PRESS. REGULATOR & Y-STRAINER RAINBIRD NO. PSI-M40X AND QKCHK-100 30-INCH LINEAR LENGTH OF WIRE, COILED
3M DBY6 WATER PROOF CONNECTION (1 OF 2)

CHRISTY ID TAG

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER
REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

APPROVED GEOTECH FILTER
FABRIC EXTEND 10" UP BOX WALL.
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
SCH 40 PVC SLIP X FPT EL
SCH 40 PVC STREET EL

PVC LATERAL PIPE
2"x2"x24" REDWOOD STAKE

HOSE BIB WITH HANDLE
BRICK (1 OF 2)

FINISH GRADE/TOP OF MULCH

NON-WOVEN LANDSCAPE FABRIC

VALVE BOX WITH COVER
STAINLESS STEEL HOSE CLAMP (1 OF 2)
3-INCH DEPTH OF 3/4-INCHWASHED GRAVEL
SCH 80 PVC NIPPLE, TBE (LENGTH VARIES)

PLAN VIEW

SECTION VIEW

QUICK COUPLER DETAIL
12" VALVE BOX FINISH GRADE
1/2" WASHED PEA
GRAVEL. 4" DEEP
SCH. 40 PVC TEE
SCH. 40 PVC ELL.

PVC MAINLINE
SCH. 40 PVC ELL.

SCH. 80 PVC NIPPLE

QUICK COULPER VALVE

PVC MAINLINE
0,16/23(211,33/(
ONE 1/2" REBAR SUPPORT
24" LENGTH

HOSE CLAMP

BRASS NIPPLE
LENGTH AS REQ.

QUICK COUPLER VALVE
NOTE:

1. ALL THREADED

CONNECTIONS TO BECOATED WITH TEFLON
LIQUID OR TAPE.

2. COMPACT SOIL AROUND

QUICK COUPLER VALVE

ASSEMBLY TO SAME DENSITYAS UNDISTURBEDADJACENT SOIL
1/2" CL 315 PVC PIPE

PLANT CENTERLINE
2" DECOMPOSED GRANITEPLANT PITROOT BALLFINISH GRADE
SINGLE-OUTLET EMITTER: LOCATE ON
UPHILL SIDE OF PLANT CENTERLINE. SEEEMITTER SCHEDULE.
4"-6" SHRUBS AND
GROUNDCOVER; 18" FOR TREES
1/2" PVC SCH 40

MALE ADAPTER
1/2" SCH 40 PVC TEE OR ELL
NOTE: 90 DEGREE ELL MAY BE USED IN LIEU OF 45 DEGREE IFPLANTER WIDTH IS LESS THAN SHOWN. 1/2" CL 315 PVC PIPE
NOTES:
12"
6"
2"

PLANT CENTERLINE
2" DECOMPOSED GRANITE

PLANT PITROOT BALL

FINISH GRADE
1/4" DISTRIBUTION TUBE,
5' MAXIMUM LENGTH
56" BOX48" BOX42" BOX36" BOX30" BOX24" BOX15 GAL.

PROVIDE EVENLY SPACED DISTRIBUTIONPOINTS AROUND TREE. FOLLOW EMITTER SCHEDULE FOR QUANTITIES.
66" BOX72" BOX60" BOX
7- 1 GPH EMITTERS
1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS 20-20-20-20-16-20-20-
9-5- 1 GPH EMITTERS
MULTI-OUTLET EMITTER: LOCATEON UPHILL SIDE OF PLANTCENTERLINE. SEE EMITTER SCHEDULE.

1. EMITTER TUBING EMISSION POINTS SHALL BE

EQUALLY SPACED AND LOCATED TO DIRECT
WATER FLOW TO PLANT ROOTBALL.

2. AT LEAST ONE EMITTER TUBE TO BE LOCATED
WITHIN 4 INCHES OF PLANT CENTERLINE.

3. FOUR HOLES OPEN INITIALLY.
1/2" SCH 40 PVC TEE
OR EL
(OPTIONAL - SEE EMITTER SCHEDULE FOR

MULTI OR SINGLE EMITTER USE FOR

SHRUBS / GCOVER)
5 MULTI-OUTLET EMITTER (TREES)

VALVE BOX CARSON, AMETEK
OR EQ. PROVIDE A 6" DIA.

BOX FOR 2" GATE VALVE OR
SMALLER AND A 10" BOX FOR2" GATE VALVE AND LARGER.

COMPACT SOIL AROUND

CONTROL VALVE

ASSEMBLY TO SAME

DENSITY AS UNDISTURBED
ADJACENT SOIL.
6" PVC PIPE EXTENSION.
(LENGTH AS REQUIRED)
4" DEEP CLEAN WASHED
PEA GRAVEL. (TYP.)

CONCRETE THRUST BLOCK W/

ANCHOR STRAPS ON ALL MAINLINE
VALVES 2-1/2" AND LARGER.
30"

SIDE VIEW
24 VAC TO

CONTROL VALVES

FRONT VIEW
12"
1" PVC CONDUIT

FROM SOURCE
12"
1" RIGID STEEL
CONDUIT (120V)
16"

FINISHED GRADE
12" x 12" x 16"

CONCRETE BASE
EXAMPLE ONLY:

TO BE MODIFIED FOR

NEMA ENCLOSURE

SUPPORT AT BFP

AUTO CONTROLLER
1|" RIGID STEEL
CONDUIT (24V)
WELD _" P STELLCAP ON POST
1\" x 2" x 2.66#
RECT. STEEL TUBE

IRRIGATION CONTROLLER
LOOP 1' OF 2 SPARE WIRES IN VALVE BOX
PVC SCH 40 EL (1 OF 2)BRICK (1 OF 4)PVC BALL VALVE
PVC SCH 40 TEE OR EL

PVC MAINLINE
3" MIN.

PRESS. REGULATOR & Y-STRAINER RAIN BIRD NO. PSI-M40X
AND QKCHK-100
LD100 DECODER WITH SURGE SUPPRESSION & GROUND USE

APPROPRIATE DECODER PER VALVE BUILD UP
30-INCH LINEAR LENGTH OF WIRE, COILED
3M DBY6 WATER PROOF CONNECTION (1 OF 2)

CHRISTY ID TAG

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER
REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

APPROVED GEOTECH FILTER FABRIC
EXTEND 10" UP BOX WALL.
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

VALVE DETAIL (ANNUALS)
-ORBACKFLOW PREVENTER the design element landscape architecture the design element, pllc 2211 east highland avenue phoenix, arizona 85016 ph 602.244.1970 fax 602.244.1971 www.thedesignelementla.com suite 120 Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

IRRIGATION

DETAILS
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APPROACH 30" X 48"
APPROACH 30" X 48" TV
36" CLEAR APPROACH
TV
36" CLEAR APPROACH
36" CLEAR APPROACH
PUSH 48" X 48"
36" CLEAR APPROACH
TV
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DESK CLEARANCE

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48" APPROACH 30" X 48"
DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH
36 WIDE CLEAR AISLE
APPROACH 30" X 48"

TABLE CLEARANCE TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48"

DUMPSTER
P

H E S P E R I A N B O U L E V A R D P
LP
PL
L

F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
L

S K Y W E S T D R I V E

F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
26'-0"
39'-2"
20'-0" SETBACK

MAIN HOTEL ENTRY

PHASE-II

DUMPSTER
16'-6"
26'-0"
16'-6" 2'-6" 7'-0"
2'-6" PARKING OVERHANG, TYP. PARKING STALL, TYP.

PARKING STALL, TYP. WALKWAY
15'-0
1 2
"
17'-11"

EXTERIOR POOL E M E R G E N C Y F I R E L A N E O N L Y 12'-9
1 2
"
89'-1"
M
M
M
M
PHASE - I, CONSTRUCTION TYPE-5A - MODULAR 4 STORY/ 131 KEY HOME 2 SUITES 278'-3"
71'-4"
B
B AS101
1 AS101
1 SIM.

HS
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APPROACH 30" X 48"
APPROACH 30" X 48" TV
36" CLEAR APPROACH
TV
36" CLEAR APPROACH
36" CLEAR APPROACH
PUSH 48" X 48"
36" CLEAR APPROACH
TV
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12.9 12.1 10.1

0.1A

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DESK CLEARANCE

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48" APPROACH 30" X 48"
DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH
36 WIDE CLEAR AISLE
APPROACH 30" X 48"

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48"

DUMPSTER
P

H E S P E R I A N B O U L E V A R D P
LP
PL
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F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
L

S K Y W E S T D R I V E

F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
8 26'-0"
39'-2"
20'-0" SETBACK

MAIN HOTEL ENTRY

PHASE-II

DUMPSTER FAA PROTECTED AREA, SOUTH OF THIS LINE
3 9 PARKING OVERHANG, TYP.
16'-6"
26'-0"
16'-6" 2'-6" 7'-0"
2'-6" PARKING OVERHANG, TYP. PARKING STALL, TYP.

PARKING STALL, TYP. WALKWAY
15'-0
1 2
"
17'-11"

EXTERIOR POOL
5 E M E R G E N C Y F I R E L A N E O N L Y
4 10
12'-9
1 2
"
89'-1"
M
M
M
MPHASE - I, CONSTRUCTION TYPE-5A - MODULAR 4 STORY/ 131 KEY HOME 2 SUITES 278'-3"
71'-4"
B
B
3 AS101
1 AS101
1 SIM. BUILDING SET BACK PROVIDED FRONT MIN. 47'-6 1/2" SIDE MIN. 131'-10" REAR MIN. 82'-0" AS100 CONCEPTUAL 1 SCALE: 1"=20'-0" SITE PLAN CONCEPTUAL SITE PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS PHASE I: HOTEL- HOME2 SUITES, BY HILTON 4 STOREY, 131 KEYS CONSTRUCTION TYPE- 3A OCCUPANCY TYPE R-1 APPROXIMATELY 280' LONG X 71' WIDE HIGHEST POINT 62' HIGH AREA PER FLOOR 19,150 SF X 4 LEVELS TOTAL AREA- 76,600 SF PHASE II: COMMERCIAL BUILDING 1-STORY CONSTRUCTION TYPE 5A APPROX. 105' X 57' MAX. HT 16' HIGH TOTAL AREA 5300 SF NOTES 1 2
3 4
5 6
7 8
910 PROPOSED PEDESTRIAN WALKWAY NOT USED PROPOSED BICYCLE PARKING STAND PROPOSED PUBLIC PLAZA PROPOSED PORTE COCHERE NOT USED NOT USED PROPOSED SIGNAGE FOR THE HOTEL PROPOSED SIGNAGE FOR THE COMMERCIAL/ RETAIL HOTEL - OUTDOOR POOL AREA NOTE: THIS IS CONCEPTUAL SITE PLAN. REFER TO CIVIL & LANDSCAPE DRAWINGS FOR DETAILED INFORMATION FAA PROTECTED AREA 1 N.T.S. KEY PLAN APPROXIMATE AREAS PROVIDED MIN./MAX REQUIRED TOTAL LAND AREA 160,772 S.F. MIN. 10,000 S.F. FLOOR AREA - HOTEL 19,150 S.F. FLOOR AREA - COMM / RETAIL 5,300 S.F. MAX. BUILDING AREA AT GRADE (HOTEL + COMM / RETAIL) 24,450 S.F. 15.2% 96,463 S.F. *MAX. 60% COVERAGE TOTAL BUILDING AREA 76,210 S.F. REQUIRED HOTEL 131 ROOMS +04 EMPLOYEES =135 SPACES RETAIL 5300 SF / 175 SF/SPACE = 31 SPACES TOTAL REQUIRED 135 + 31 = 166 SPACES ACCESSIBLE SPACES 05 REQUIRED ACCESSIBLE VAN SPACES 01 REQUIRED PROVIDED TOTAL PARKING SPACES PROVIDED =165 CAR SPACES USING PARKING CREDITS PER SECTION 10-2.406 CAR PARKING 165 4 MOTORBIKE PARKING 2 12 BICYCLE PARKING
3 TOTAL PROVIDED = 170 SPACES ACCESSIBLE SPACES 06 PROVIDED ACCESSIBLE VAN SPACES 02 PROVIDED M
B
8" REINFORCED CMU W/ TRUSS TYPE REINFORCING TURN SLAB EDGE DOWN CONTINUOUS REGLET AT ROOF FOR COUNTER FLASHING 8" CMU 'U' BLOCK 10'-0" TO TOP
OF 'U' BLOCK METAL COPING TO MATCH ADJACENT WALL COLOR OVER TREATED WOOD 1X BLOCKING AT TOP OF 8" 'U' BLOCK AS REQUIRED ALL INTERIOR CMU SURFACES PAINTED EXTERIOR FINISH SYSTEM (E.F.S.) 6" DIAMETER STEEL PIPE, CONC. FILLED BOLLARDS - PAINTED CONCRETE SLAB W/ REINFORCING -- SLOPE 1/4" PER FOOT TO AREA DRAIN -- REFER TO PLAN TURN SLAB EDGE DOWN GRADE, MAINTAIN POSITIVE DRAINAGE 8" CMU 'U' BLOCK DIAGONAL BRACING EA. SIDE WESTERN RED CEDAR OR EQUAL LOCKABLE HASP DROP ROD, 1" DIAMETER X 2'-0" LONG WITH 90 DEGREE BEND STEEL GATE POST EACH SIDE 10'-2"
10'-2"
10'-2"
10'-2" EX 7 EX 8 EX 7 EX 8 EX 7 EX 8 REINFORCED CMU WALL WITH E.F.S. ON EXTERIOR FACES ONLY 8" 23'-6" 23'-6" 8" 24'-10" 12'-8" PAINT INTERIOR SIDE OF WALL REINFORCED MASONRY PIERS 6" DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE EXTERIOR FINISH SYSTEM (E.F.S.) EXTERIOR SIDE OF WALL REINFORCED MASONRY PIERS STEEL GATE POST EACH SIDE CONC. SLAB WITH REINFORCING 6" MINIMUM TURN SLAB EDGE DOWN -REFER TO SITE PLAN FROST PROOF HOSE BIBSLOPE 1/4" PER FOOT DOWNSPOUT AREA OF TRASH RECPT. (O.F.O.I.) 10'-0" X 10'-0" CLEAR AREA MIN. 6" DIA. STEEL PIPE BOLLARDS FILLED W/ CONCRETE EA. SIDE AREA DRAIN 3 AS101 2A AS101 01 8" 2B AS101 2D AS101 2C AS101 AS101 TRASH ENCLOSURE- ENLARGEMENT 1 SCALE: 1/4"=1'-0" TRASH ENCLOSURE PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 2 SCALE: 1/4"=1'-0" TRASH ENCLOSURE ELEVATION 3 SCALE: 1/4"=1'-0" TRASH ENCLOSURE SECTION F I N I S H K E Y : . . ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO CONCRETE EX 7 EX 8 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO CONCRETE 2D 2C 2B 2A ASPHALT OR CONC. PAVING SHALL COMPLY W/ LOCAL REQUIREMENTS - PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. 1 N O T E S:

STAIR #1 102 STAIR #2 140 KING 'A' 101 DOUBLE QUEEN (D) 106 ONE BEDROOM KING 'D' 112 ACC. KING (RIS) 138 ACC. DBL. QUEEN (TUB) 104 DOUBLE QUEEN (A) 108 DOUBLE QUEEN (A) 132 DOUBLE QUEEN (A) 134 DOUBLE QUEEN (A) 136 KING 'B' 103 KING 'B' 105 KING 'B' 107 ONE BEDROOM KING 'D' 111 ONE BEDROOM KING 'D' 127 KING 'B' 129 KING 'B' 131 KING 'B' 133 KING 'B' 135 KING 'B' 137 KING 'A' 139 CORRIDOR 141 APPROACH 30" X 48"
APPROACH 30" X 48" 36" CLEAR APPROACH 36" CLEAR APPROACH 36" CLEAR APPROACH PUSH 48" X 48" 36" CLEAR APPROACH FITNESS 024 DOUBLE QUEEN (C) 110 KING 'B' 109 DOUBLE QUEEN (A) 130 UP VESTIBULE MECH 001 002 LOBBY 003 CORRIDOR 142 REGISTRATION DESK 005 MARKET 004 BREAKFAST 006 WORK STATION 008 MANAGER'S OFFICE 009 SERVERY 007 CLOSET 010 ELEVATOR LOBBY 116 BREAK ROOM 012 LAUNDRY DISCHARGE 011 DRYER 013 LAUNDRY 014 STORAGE 015 FOOD PREP 016 MECHANICAL 019 SALES 017 UNISEX RESTROOM 027 MEN 020 WOMEN 021 PBX 022 CORR. 023 POOL MECH. 028 UP OUTDOOR POOL 029 POOL EQUIPMENT 032 OUTDOOR SEATING 033 VENDING 143 GUEST LAUNDRY 025 POOL STOR 031 POOL STOR. 030 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A ENG. OFFICE 018 ELECTRICAL 026 DESK CLEARANCE TABLE CLEARANCE TABLE CLEARANCE APPROACH 30" X 48" APPROACH 30" X 48" APPROACH 30" X 48" DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH 36 WIDE CLEAR AISLE APPROACH 30" X 48" TABLE CLEARANCE TABLE CLEARANCE APPROACH 30" X 48" APPROACH 30" X 48" PORTE COCHERE TRELLIS 1 A200 2 A200 A200 3 A200 4 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 7'-414" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 77'-418" 32'-2" 5'-63 4" 21'-1" 18'-63 8" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 83'-1" 30'-1" 13'-3" 11'-412" 35'-53 4" 4'-314" 26'-212" 13'-107 8" 8'-114" 41'-5" 4'-012" 50'-914" 11'-412" 58'-93 4" 102 102 A B 140A 140B 141A B 001A 001B 141A A 142A A 142A B 009A 010A 011A 011B 014A 013A 015A 016A 016B 017A 018A 019A 019B 020A021A 022A 002A 024A 026A 027A 028A 029A 029B 029C 030A 7'-63 8 14'-1" 13'-3" 13'-3" 13'-3" 14'-1" " 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 62'-15 8 4'-0 " 5 8" 20'-8" 18'-5" 39'-2" 120'-014" 12'-63 8" 71'-418" 1'-11" 1'-558" 12'-212" 15'-312"
7'-7"
6'-0"
5'-3" 6'-9" 26'-10" 11'-7"9" 3 PARTIAL A402 PARTIAL 5 A402 3 PARTIAL A402 PARTIAL 5 A402 032A 031A 5'-0" 51'-03 4" 5'-1112" AA B D D D D D D C C D D D D D D D D D D D D D D D D D D D D F G 6'-7" 3 A300 1 A300 2 A300 2 A301 1 A302
41'-6"
13'-8" 13'-7" 11'-7" 2'-4" N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FIRST FLOOR PLAN A101 FIRST FLOOR PLAN GUESTROOM UNIT MATRIX ROOM TYPE FLOOR TOTAL 1st 2nd 3rd 4th 02 TOTAL KING 'A' 10 23 36 36 36 08360408 131 01 02 0601 01 - 01 01 03 10020102- 01- QUEEN-QUEEN 'A' ACC. QUEEN-QUEEN ROOM ( ACC. TUB) ONE BEDROOM KING (D) ACCESSIBLE ONE BEDROOM KING ROOM ACC. KING ROOM (RIS) 01 - - 02 HEARING IMPAIRED ROOMS 12 UNITS REQUIRED= # 101, 130, 138, 213, 227, 232, 310, 317, 329, 408, 418, 421 ACCESSIBLE ROOMS: (2) W/ RI SHOWER + (5) (ACC. TUB) REQUIRED = # 138, 238 (W/ RI SHOWER) + # 104, 138, 217, 304, 338, 438 (ACC. TUB) KING 'B' KING 'C' QUEEN-QUEEN 'B' QUEEN-QUEEN 'C' 09--01 1203 QUEEN-QUEEN 'D' 0201 KING 'E' - 02 130202 - 0201 011002021302020201 470706020406 01- 01 50'-914"
25'-438" 1 A201 1 A202 1 A2002 A200 A200 3 A200 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A STAIR #1 202 STAIR #2 240 KING 'A' 201 DOUBLE QUEEN (D) 206 ACC. KING (RIS) 238 DOUBLE QUEEN (A) 208 DOUBLE QUEEN (A) 220 DOUBLE QUEEN (A) 222 DOUBLE QUEEN (A) 224 DOUBLE QUEEN (A) 228 DOUBLE QUEEN (D) 230 DOUBLE QUEEN (D) 232 DOUBLE QUEEN (A) 234 DOUBLE QUEEN (A) 236 KING 'B' 203 KING 'B' 205 KING 'B' 207 KING 'B' 211 ACC. ONE BEDROOM 217 KING 'B' 223 KING 'B' 225 KING 'B' 227 KING 'C' 229 KING 'C' 231 KING 'B' 233 KING 'B' 235 KING 'B' 237 KING 'A' 239 VENDING 242 STORAGE 243 ELEVATOR LOBBY 216 HOUSEKEEPING 244 CORRIDOR 241 DOUBLE QUEEN (A) 218 DOUBLE QUEEN (A) 226 DOUBLE QUEEN 'C' 210 KING 'B' 209 KING 'E' 213 KING 'E' 215 ONE BEDROOM KING 'D' 212 KING 'B' 221 KING 'C' 219 COVERED ROOF SLOPE DW UP ELEV- 1 ELEV- 2 UP DW DW UP ACC. DBL. QUEEN (TUB) 104 TRELLIS 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-438" 4'-8" 4'-8" 19'-114" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 216A 244A 240A 202A 243A 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4 12'-11 " 5 8" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-13 8" 12'-63 8" 71'-418" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
5'-0" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 7'-7"
7'-7" 3 PARTIAL A402 PARTIAL 5 A402 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1 A300 2 A300 4 A300 4'-8"
5'-0" 3 A300 1 SCALE: 1/8"=1'-0" SECOND FLOOR PLAN A102 SECOND FLOOR PLAN N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS STAIR #1 302 STAIR #2 340 KING 'A' 301 DOUBLE QUEEN (D) 306 DOUBLE QUEEN (B) 338 DOUBLE QUEEN (A) 308 DOUBLE QUEEN (A) 320 DOUBLE QUEEN (A) 322 DOUBLE QUEEN (A) 324 DOUBLE QUEEN (A) 328 DOUBLE QUEEN (D) 330 DOUBLE QUEEN (D) 332 DOUBLE QUEEN (A) 334 DOUBLE QUEEN (A) 336 KING 'B' 303 KING 'B' 305 KING 'B' 307 KING 'B' 311 ONE BEDROOM KING 'D' 317 KING 'B' 323 KING 'B' 325 KING 'B' 327 KING 'C' 329 KING 'C' 331 KING 'B' 333 KING 'B' 335 KING 'B' 337 KING 'A' 339 VENDING 342 STORAGE 343 ELEVATOR LOBBY 316 HOUSEKEEPING 344 CORRIDOR 341 DOUBLE QUEEN (A) 318 DOUBLE QUEEN (A) 326 DOUBLE QUEEN 'C' 310 KING 'B' 309 KING 'E' 313 ACC. DOUBLE QUEEN 304 KING 'E' 315 ONE BEDROOM KING 'D' 312 KING 'B' 321 KING 'B' 319 ELEV- 1 ELEV- 2 UP DW DW UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1G 1 A200 316A 344A 340A 302A 343A A200 3 A200 4 2 A200 3 PARTIAL A402 PARTIAL 5 A402 50'-914" 25'-412" 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-412" 4'-8" 4'-8" 19'-138" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-114" 12'-65 8" 71'-43 8" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
4'-8" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2 A300 1 A300 4 A300 5'-0"
5'-0" 3 A300 N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" THIRD FLOOR PLAN A103 THIRD FLOOR PLAN STAIR #1 402 STAIR #2 440 KING 'A' 401 DOUBLE QUEEN (D) 406 DOUBLE QUEEN (A) 408 DOUBLE QUEEN (A) 420 DOUBLE QUEEN (A) 422 DOUBLE QUEEN (A) 424 DOUBLE QUEEN (A) 428 DOUBLE QUEEN (D) 430 DOUBLE QUEEN (D) 432 DOUBLE QUEEN (A) 434 DOUBLE QUEEN (A) 436 KING 'B' 403 KING 'B' 405 KING 'B' 407 KING 'B' 411 ONE BEDROOM KING 'D' 417 KING 'B' 423 KING 'B' 425 KING 'B' 427 KING 'C' 429 KING 'C' 431 KING 'B' 433 KING 'B' 435 KING 'B' 437 KING 'A' 439 VENDING 442 STORAGE 443 ELEVATOR LOBBY 416 HOUSEKEEPING 444 CORRIDOR 341 DOUBLE QUEEN (A) 418 DOUBLE QUEEN (A) 426 DOUBLE QUEEN 'C' 410 KING 'B' 409 KING 'B' 413 KING 'B' 415 ONE BEDROOM KING 'D' 412 KING 'B' 421 KING 'B' 419 ELEV- 1 ELEV- 2 DW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1G DW HS H
HS H DOUBLE QUEEN (B) 438 ACC. DOUBLE QUEEN 404 1 A200 416A 444A 440A 402A 443A A200 3 A200 4 2 A200 3 PARTIAL A402 PARTIAL 5 A402 50'-914" 25'-412" 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-412" 4'-8" 4'-8" 19'-138" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-114" 12'-65 8" 71'-43 8" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
4'-8" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2 A300 1 A300 4 A300 5'-0"
5'-0" 3 A300 N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FOURTH FLOOR PLAN A104 FOURTH FLOOR PLAN O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE
SLOPE
SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE SLOPE
SLOPE
SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE OPEN TRELLIS COVERED ROOF

SLOPE SLOPE SLOPE
SLOPE SLOPE SLOPE SLOPESLOPE SLOPE SLOPE SLOPESLOPE VENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A 12'-10" 9'-10"
SLOPE
SLOPE
SLOPE 1 A200 2 A200 A200 3 A200 4 3 A110 TYP.
17'-4"
8'-8" 8'-8" 18'-7" 9'-312" 9'-312"
6'-212" 4'-11" 6'-212" 17'-4" 5'-0"
5'-0" 5'-0" 5'-0"
11'-9" 20'-9" 11 PARP. HT. 1 1 1 1 7 TYP 8 3 TYP 8 6 6 5 2 TYP 11 5 5 5 4 3 TYP 3 TYP 5 5 46 TYP 13 TYP 1 12 5 14 151515 2 A110 NOTE: (IF APPLICABLE) PROVIDE CONDUIT TO ROOF FOR H.I.B.S. SATELLITE DISH ON SEPARATE CIRCUIT. PROVIDE POWER ON ROOF FOR HEATER WHEN REQUIRED. 2 TYP 5 6 5 5 9 14'-3" SLOPE
SLOPE 2 A500 1 A500
8'-0"
9'-10" 12'-6" KYNAR FINISH VERTICALY APPLIED METAL PANELS (Berridge L-Panel) KYNAR FINISH CORNER FLASHING BY METAL PANEL MANUFACTURER CHANNEL CLOSURE W/ 4" END LAPS ZEE PURLINS TUBE STEEL COLUMN N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" ROOF PLAN A110 ROOF PLAN 3 SCALE: 1/2"=1'-0" PLAN DETAIL 2 SCALE: 1/4"=1'-0" ROOF PLAN - AT BEACON K E Y N O T E S: MEMBRANE ROOF, SLOPE STRUCTURE TO DRAIN TOWARDS ROOF DRAINS/GUTTERS TAPERED INSULATION CRICKET ROOF LEADER AND OVERFLOW DRAIN ROOF HATCH, SIZE PER LOCAL BUILDING CODES, ACCESSED VIA AN ALTERNATING TREAD STAIR ROOF PARAPET GRAVEL STOP EDGE EXHAUST FAN MAKE UP AIR UNIT ON ROOF CURB LAMINATED GLASS BEACON, REFER TO EXTERIOR ELEVATIONS LAUNDRY CHUTE VENT NOT USED MECHANICAL EQUIPMENT SCREEN TO BE TALL ENOUGH TO FULLY HIDE EQUIPMENT--PROVIDE CLEARANCE AND ACCESS AS REQUIRED BY EQUIPMENT MANUFACTURER AND/OR LOCAL CODE PROVISIONS ALUMINUM GUTTER AND DOWNSPOUT WALKWAY/ PROTECTION PAD IN CONTRASTING COLOR TO ROOF DASHED LINE INDICATES PATH OF FULLY CONCEALED ROOF LEADER FROM CANOPY ROOF TO EXTERIOR WALL CAVITY. CANOPY ROOF OVERFLOW SCUPPER 1234567834910371112131415 DECORATIVE METAL SCREEN DECORATIVE METAL SCREEN FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 EX 5 EX 5 24 14 4 EX 7 3 EX 8 16 EX 6 30 EX 10 EX 7 4 18 24 EX 10 14 39 39 A EX 8 3 EX 6 16 24 26 28 16 EX 6 25 31 17 EX 3 18 EX 5 EX 3 EX 3 GRAVEL STOP 8 EX 1 19 33 EX 1 8 31 EX 5 18 EX 7 4 3 EX 8 EX 7 4 3 EX 8 181818 EX 5 EX 5 EX 5 19 19 26 EX 5 17 EX 4A 17 EX 3 17 EX 3 17 EX 3 17 EX 4A 17 EX 3 16 EX 6 EX 7 4 3 EX 8 16 EX 6 19 19 181818 3131 25 GRAVEL STOP 33 24 24 EX 3 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" EX 5 EX 5 EX 5 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 25 16 EX 6 EX 7 4 3 EX 8 9 9 14 EX 5 EX 5 17 EX 6 16 28 EX 1 8 EX 3 1724 26 1 4 EX 7 3 TYP. EX 817 EX 3 23 EX 9A 13 EX 9C 26 31 31 EX 5 18 EX 1 EX 5 17 17 EX 3 EX 4A 1818 16 EX 6 GRAVEL STOP 29 EX 10 33 31 EX 3 18 EX 5 17 17 EX 3 18 31 10 EX 4B EX 5 17 EX 5 17 3131 EX 5 EX 5 EX 5 EX 5 EX 5 EX 4A 17 16 EX 6 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" EX 7 4 3 EX 8 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 17 EX 4A DECORATIVE METAL SCREEN A A.1 A.9 B C D E F G FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" 24 4 EX 7 3 EX 8 30 3831 14 30 EX 10 313131 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 18181818 17 EX 3 EX 7 4 3 EX 8 EX 7 4 3 EX 8 16 EX 6 16 EX 6 EX 6 EX 6 17 EX 3 24 EX 9C 13 EX 9A 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2"
14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" DECORATIVE METAL SCREEN FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" G F E D C B A.9 A.1 A 24 1 38 A T.O. TILE T.O. CEMENT BOARD 24 EX 7 4 EX 8 3 28 TYP. 173037 18 EX 5 32 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 181818 18181818 16 EX 6 16 EX 6 30 14 EX 10 EX 7 4 3 EX 8 17 EX 6 EX 6 2413 EX 9C EX 9A BUILDING ELEVATIONS 2 SCALE: 3/32"=1'-0" WEST ELEVATION 1 SCALE: 3/32"=1'-0" EAST ELEVATION 1/A200 F I N I S H K E Y : . . EX 1 NOT USED ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 4A EX 9A EX 8 ENVELOPE - LINK FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 EX 10 ENVELOPE - CANOPY STEEL COLOR: BENJAMIN MOORE OC-17 WHITE DOVE ENVELOPE - CORE DIRECT FINISH FIBER CEMENT BOARD EX 2 BEACON - REVEAL FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 398 FLOWER POWER ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 3 SCALE: 3/32"=1'-0" NORTH ELEVATION 4 SCALE: 3/32"=1'-0" SOUTH ELEVATION 3/A200 4/A200 2/A200HESPERIAN BLVD N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS A200 EX 9B BEACON - BAND COPING COLOR: BENJAMIN MOORE OC-65 CHANTILLY LACE EX 9C BEACON - GLASS CROWN TRANSLUCENT WHITE GLASS EX 4B ENVELOPE - KEEP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK NOTE: REFER PROTOTYPE BRAND STYLE GUIDE FOR SIGNATURE ARCHITECTURAL GESTURE INFORMATION. K E Y N O T E S: APPROXIMATE LINE OF GRADE ABOVE GRADE EXPOSED FOUNDATION WALL MASONRY OR TILE - BASE MASONRY OR TILE - FIELD - ASHLAR PATTERN CONCRETE FOOTING AND FOUNDATION WALL AS REQUIRED PER LOCAL FROST DEPTHS OCULUS NOT USED ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS ALUMINUM STOREFRONT SYSTEM W/ THERMAL BROKEN FRAME AND INSULATED GLAZING ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME AND INSULATED GLAZING EXHAUST, REFER TO MECHANICAL DRAWINGS ALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING BEACON - BEAM - REFER TO A5.02 SECTIONS FOR MORE INFORMATION PAINTED TUBE STEEL CANOPY W/ STAINED WOOD TRELLIS TONGUE N GROOVE WOOD PLANK CEILING, STAINED ENVELOPE - CORE FINISH -REFER TO A5.02 ENVELOPE - WRAP FINISH -REFER TO A5.02 FINISH CONTROL JOINT OVERFLOW SCUPPER -BASIS OF DESIGN NESCO MFG INC. - MODEL # SCT914R -- REFER ALSO TO DETAIL 6J/A6.12 TAMPER RESISTANT, RECESSED HOSE BIB - MOUNT TOP AT +12" A.F.F. ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE SIGNAGE --REFER TO EXTERIOR SIGNAGE SPECIFICATIONS KYNAR FINISH ALUMINUM COPING SYSTEM --COLOR TO MATCH ADJACENT MATERIAL KYNAR FINISH ALUMINUM GRAVEL STOP --COLOR TO MATCH ADJACENT MATERIAL REVIEW ALL VIEWS AROUND PROPERTY BEFORE LOCATING ALL ROOF TOP MECHANICAL UNITS. VERIFY ALL EQUIPMENT IS ADEQUATELY SCREENED NOT USED PAINTED ALUMINUM OUTSIDE CORNER BY FRY REGLET, COLOR TO MATCH ADJACENT ENVELOPE - CORE FINISH EXHAUST VENT -- COLOR TO MATCH ADJACENT MATERIAL LIGHT FIXTURE --REFER TO CEILING PLAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT ALUMINUM LOUVER -- COLOR TO MATCH ADJACENT MATERIAL MATCHING ADJACENT WALL BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME CONSTRUCTION. THESE DIMENSIONS WILL VARY BASED ON FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHT DIMENSIONS ARE CRITICAL TO MAINTAIN AS MINIMUMS. CONCRETE PAD - REFER TO AREA DEVELOPMENT PLAN ACCESS OPENING INTO BEACON ALUMINUM GUTTER AND DS. COLOR TO MATCH ADJ. MATERIAL ACCESSIBLE KEY CARD READER WIRED TO ELECTRIC STRIKE IN DOOR - TOP OF READER AT 48" MAX. HEIGHT POOL PERIMETER FENCE AS REQUIRED BY CODE W/ 3'-0" GATE PRECAST COPING 123456789101112131415161718192021222324252627282930313233343536373839 8 9 10 11 12 13 14 EX 5 EX 5 24 14 4 EX 7 3 EX 8 16 EX 6 30 EX 10 EX 7 4 18 24 EX 10 14 39 39 A EX 8 3 EX 6 16 31 EX 5 EX 3 8 19 EX 5 17 EX 3 EX EX 7 4 25 24 E F G 24 4 EX 7 3 EX 8 30 3831313131 17 EX 3 7 4 3 EX 8 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" G F 24 1 38 A T.O. TILE T.O. CEMENT BOARD 24 EX 7 4 EX 8 3 32 EX 7 4 3 EX 8 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" EX 7 4 EX 8 3 TV 013 DRYER OUTDOOR 029 POOL OUTDOOR 033 SEATING POOL 032 EQUIPMENT POOL 031 STOR STOR. 030 STOR SWIMMING POOL ELEVATIONS 1 SCALE: 3/32"=1'-0" WEST ELEVATION F I N I S H K E Y : . . EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 4A EX 9A EX 8 ENVELOPE - LINK FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 EX 10 ENVELOPE - CANOPY STEEL COLOR: BENJAMIN MOORE OC-17 WHITE DOVE ENVELOPE - CORE DIRECT FINISH FIBER CEMENT BOARD EX 2 BEACON - REVEAL FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 398 FLOWER POWER ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 2 SCALE: 3/32"=1'-0" NORTH ELEVATION 3 SCALE: 3/32"=1'-0" SOUTH ELEVATION 2/A201 3/A201 1/A201HESPERIAN BLVD N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: AB PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 5. RESPONSE TO 10/02/18 AVK CITY'S COMMENTS-2A201 EX 9B BEACON - BAND COPING COLOR: BENJAMIN MOORE OC-65 CHANTILLY LACE EX 9C BEACON - GLASS CROWN TRANSLUCENT WHITE GLASS EX 4B ENVELOPE - KEEP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK NOTE: REFER PROTOTYPE BRAND STYLE GUIDE FOR SIGNATURE ARCHITECTURAL GESTURE INFORMATION. K E Y N O T E S: APPROXIMATE LINE OF GRADE ABOVE GRADE EXPOSED FOUNDATION WALL MASONRY OR TILE - BASE MASONRY OR TILE - FIELD - ASHLAR PATTERN CONCRETE FOOTING AND FOUNDATION WALL AS REQUIRED PER LOCAL FROST DEPTHS OCULUS NOT USED ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS ALUMINUM STOREFRONT SYSTEM W/ THERMAL BROKEN FRAME AND INSULATED GLAZING ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME AND INSULATED GLAZING EXHAUST, REFER TO MECHANICAL DRAWINGS ALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING BEACON - BEAM - REFER TO A5.02 SECTIONS FOR MORE INFORMATION PAINTED TUBE STEEL CANOPY W/ STAINED WOOD TRELLIS TONGUE N GROOVE WOOD PLANK CEILING, STAINED ENVELOPE - CORE FINISH -REFER TO A5.02 ENVELOPE - WRAP FINISH -REFER TO A5.02 FINISH CONTROL JOINT OVERFLOW SCUPPER -BASIS OF DESIGN NESCO MFG INC. - MODEL # SCT914R -- REFER ALSO TO DETAIL 6J/A6.12 TAMPER RESISTANT, RECESSED HOSE BIB - MOUNT TOP AT +12" A.F.F. ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE SIGNAGE --REFER TO EXTERIOR SIGNAGE SPECIFICATIONS KYNAR FINISH ALUMINUM COPING SYSTEM --COLOR TO MATCH ADJACENT MATERIAL KYNAR FINISH ALUMINUM GRAVEL STOP --COLOR TO MATCH ADJACENT MATERIAL REVIEW ALL VIEWS AROUND PROPERTY BEFORE LOCATING ALL ROOF TOP MECHANICAL UNITS. VERIFY ALL EQUIPMENT IS ADEQUATELY SCREENED NOT USED PAINTED ALUMINUM OUTSIDE CORNER BY FRY REGLET, COLOR TO MATCH ADJACENT ENVELOPE - CORE FINISH EXHAUST VENT -- COLOR TO MATCH ADJACENT MATERIAL LIGHT FIXTURE --REFER TO CEILING PLAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT ALUMINUM LOUVER -- COLOR TO MATCH ADJACENT MATERIAL MATCHING ADJACENT WALL BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME CONSTRUCTION. THESE DIMENSIONS WILL VARY BASED ON FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHT DIMENSIONS ARE CRITICAL TO MAINTAIN AS MINIMUMS. CONCRETE PAD - REFER TO AREA DEVELOPMENT PLAN ACCESS OPENING INTO BEACON ALUMINUM GUTTER AND DS. COLOR TO MATCH ADJ. MATERIAL ACCESSIBLE KEY CARD READER WIRED TO ELECTRIC STRIKE IN DOOR - TOP OF READER AT 48" MAX. HEIGHT POOL PERIMETER FENCE AS REQUIRED BY CODE W/ 3'-0" GATE PRECAST COPING 123456789101112131415161718192021222324252627282930313233343536373839 ENVELOPE - ACCENT METAL /BAND -REFER TO STYLE GUIDE 4'-2" TOP OF PARAPET 4'-2" TOP OF PARAPET 4 SCALE: 1/4"=1'-0" POOL PLAN 11'-0" TOP OF PARAPET 4'-2" TOP OF PARAPET 11'-0" TOP OF PARAPET 4'-2" TOP OF PARAPET 11'-0" TOP OF PARAPET TOP OF TRELLIS 9'-7" TOP OF TRELLIS 9'-7" STRING LIGHT STRING LIGHT 4 TOTAL(6)EXTERIORBEACONUPLIGHT;
4’SINGLELIGHT;32W;COLOR:WHITE
(LITHONIALIGHTING#ZL2NL482000LM
MDDMVOLT30K80CRIWH)

REFERSPECSHEETFORMOREDETAILS
SLOPE

SLOPE SLOPE
SLOPE 1 2 3 4 5 6 7 8 ABEDC O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPESLOPE 106'-0" 26'-11"
26'-1" 19'-6" 77'-0" 9'-6"
57'-1"
4'-1" 6'-0" 25'-0" 25'-0" 21'-0"
13'-012" 13'-012" SPACE-1 SPACE-2 SPACE-3 SPACE-4 3B A3003D A300 3C A300 3A A300 1 2 3 4 5 6 7 8 ABED 4'-6" 15'-0" C FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 7 EX 3 EX 3 EX 3 EX 3 EX 3 EX 3 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 6 EX 5 EX 1 EX 1 EX 1 EX 1 1 2 3 4 5 6 7 8 8 7 6 5 4 3 2 1 E D C B A A B C D E SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FLOOR PLAN A300 COMMERCIAL BUILDING: PLANS & ELEVATIONS 2 SCALE: 1/8"=1'-0" ROOF PLAN 3 SCALE: 1/8"=1'-0" ELEVATIONS ENVELOPE - ACCENT METAL ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 8 ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 3B 3A 3D 3C FINISH KEY 2/A300 3/A300 1/A300 4/A300

HESPERIAN BLVD
FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 7 EX 3 EX 3 EX 3 EX 3 EX 3 EX 3 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 6 EX 5 EX 1 EX 1 EX 1 EX 1 SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS A301 COMMERCIAL BUILDING: COLOR ELEVATIONS 1 SCALE: 1/8"=1'-0" ELEVATIONS 3B 3A 3D 3C ENVELOPE - ACCENT METAL ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 8 ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS FINISH KEY 2/A300 3/A300 1/A300 4/A300

HESPERIAN BLVD
Catalog
Number
Notes
Type

Page 1 of 4 ends

INDUSTRIAL ZL2N
Lensed LED Striplight
ZL2N
24" and 48" Lengths

FEATURES & SPECIFICATIONS
INTENDED USE — Sharing many popular Z Series elements, this solid-state strip offers long maintenance-free life, several color temperatures, lumen outputs and lengths. Ideal for new construction and retrofit applications in T5 and T8 lengths. Ideal for uplight and downlight in commercial, retail, manufacturing, warehouse, cove and display applications.

CONSTRUCTION — Compact-design channel and cover are formed from code-gauge, cold-rolled steel.

Improved easy "snap 'n' lock" end plates allow for quick attachment.

Finish: Paint options include high-gloss, baked white enamel (WH), galvanized (GALV), matte black (MB) and smoke gray (SKGY). Five-stage iron phosphate pre-treatment ensures superior paint adhesion and rust resistance.

OPTICS — Replaceable medium diffuse lens (up to 10%) offer ingress protection from debris.

ELECTRICAL — Utilizes high-output LEDs integrated on a two-layer circuit board, ensuring cool-running operation. Internal pluggable wiring harness prevents wiring errors. Electronic LED driver is rated for 75 input watts maximum (see Operational Data on page two for actual wattage consumption), multi-volt input and 0-10V dimming standard. This fixture is designed to withstand a maximum line surge of

1.5kV at 0.75kA combination wave for indoor locations, for applications requiring higher level of protection additional surge protection must be provided.

LEDs provide 83 CRI at 3000 K, 3500 K,4000 K or 5000 K.

Lumen output ranges from 2100 to 6000 lumens. Beam angle is 110 FWHM (full width at half maximum).

Lumen output up to 1,300 lumens per foot. In 86°F (30°C) ambient environments, L70 is predicted to be 100,000+ hours, L85 at 44,000 hours. Luminaire should be installed in applications where ambient temperatures do not exceed 86°F (30°C). Ambient temperatures that exceed 86°F (30°C) will result in reduced life and will void warranty.

INSTALLATION — Tool-less channel cover for easy installation.

Fixture may be surface, pendant or stem mounted. Three-point aligner locks in place for easy continuous row mounting.

LISTINGS — UL Listed. CSA certified to US and Canadian safety standards. For use in damp locations between -4°F (-20°C) and 86°F (30°C).

WARRANTY — 5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25 °C.

Specifications subject to change without notice.

Notes
1 See Operational Data on page 2 for actual lumens.
2 Not available with L24, 24" fixture. 347V and 480V utilize a step-down transformer. 3 See ordering information on page 3.
4 Not available with cordsets.
5 Use ZSPRG for surface mounting when order this option. 6 Specify voltage, 120 or 277.
7 Output is 1400 lumens.
8 Cordsets exit back of fixture unless OUTEND option is specified. 9 XX denotes length.

Accessories: Order as separate catalog number.

ZACVH Aircraft cable with hook
HC36 Hanger chain, 36"
ZSPRG For 15/16" T-grid only
LSXR Sensor Switch® LSXR occupancy sensor3
ZL2N
Series Length Nominal lumens1 Diffuser Voltage
ZL2N Lensed LED striplight L24 24"
L46 46"
L48 48"
2000LM 2,000 lumens
2000LM 2,000 lumens
3000LM 3,000 lumens
5000LM 5,000 lumens
MDD Medium diffuse
ZSD Zebra striped lens
MVOLT 120-277V
120 120V
208 208V
240 240V
277 277V
347 3472
480 4802
Color temperature Color rendering index Options Paint finish 40K 4000 K
30K 3000 K
35K 3500 K
50K 5000 K
80CRI 80 CRI
90CRI 90 CRI
PLR Plug-in wiring3
PLR1LVG Plug-in wiring low
voltage5
BSL722 Emergency battery
pack2,6,7
OUTEND Cord set to exit
endplate of fixture
Cord sets: 8
CS1W Straight plug, 120V
CS3W Twist-lock, 120V
CS7W Straight plug, 277V
CS11W Twist-lock, 277V
CS25W Twist-lock, 347V
CS97W Twist-lock, 480V
CS93W 600V SEOOW white cord, no plug (no voltage required) WH White
GALV Galvanized
MB Matte black
SKGY Smoke gray
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: ZL2N L48 3000LM MDD MVOLT 40K 80CRI WH Replacement Lens
LZL2 XX MDIF Medium-diffuse lens. Specify length
24 or 48 (example: LZL2 24 MDIF)9

Page 2 of 4 ends

INDUSTRIAL ZL2N
ZL2N LED Striplight

OPERATIONAL DATA
Nominal
lumen
package
Length
(inches)
Delivered lumens
3000 K CCT @ 77°F
(25°C) ambient
temperature
Delivered lumens
3500 K CCT @ 77°F
(25°C ) ambient
temperature
Delivered lumens
4000 K CCT @ 77°F
(25°C) ambient
temperature
Delivered lumens
5000 K CCT @ 77°F
(25°C) ambient
temperature
Wattage @
120V/277V Comparable light source
2,000LM 24 2, 009 2,092 2,249 2,457 34W/32W 1-lamp 32W T8, 1-lamp 54W T5HO, 50W HID 2,000LM 46 or 48 1,830 1,905 2,048 2,237 32W/31W 1-lamp 32W T8, 1-lamp 54W T5HO, 50W HID 3,000LM 46 or 48 2,835 2,952 3,173 3,467 42W/41W 2-lamp 32W T8, 1-lamp 54W T5HO, 70W HID 5,000LM 46 or 48 4,274 4,450 4,784 5,226 72W/70W 2-lamp 32W T8, 1-lamp 54W T5HO, 70W HID

PROJECTED LUMEN MAINTENANCE
Operating hours 0 10,000 20,000 30,000 40,000 50,000 60,000 100,000 Lumen maintenance factor 1 0.9466 0.9173 0.8888 0.8613 0.8346 0.8088 0.7131 Based on incomplete LM-80 data. Update expected Q1 2014.

PHOTOMETRICS
Please see www.lithonia.com.

DIMENSIONS
All dimensions are shown in inches (centimeters) unless otherwise noted.

Specifications subject to change without notice.
48-1/8
(122.2)
21-5/8
(54.9)
2-1/2
(6.3)
1-3/8
(3.6)
21-5/8
(54.9)
1-3/8
(3.6)
2-1/2
(6.3)
KO SIZE = 7/8 (22) Dia
SLOT SIZE = 1/2 (12.7) X 1/8 (4.0)
3-3/8
(8.6)
3-1/2
(8.9)
1-1/4
(3.0)
24-1/8
(61.3)
2-1/2
(6.3)
1-3/8
(3.6) 1-3/8
(3.6)
2-1/2
(6.3)
9-5/8
(24.4)
9-5/8
(24.4)

PALLET DIMENSIONS
Length Approximate
weight
Fixtures per
pallet
Approximate pallet
dimensions
(L x W x H)
L24 6 lbs 408 46" x 46" x 32-11/18"
L46 8 lbs 178 46" x 46" x 31-1/3"
L48 8 lbs 178 46" x 46" x 31-1/3"
L92 16 lbs 176 98-1/2" x 46" x 31-1/16"
L96 16 lbs 176 98-1/2" x 46" x 31-1/16"

Page 3 of 4 ends

INDUSTRIAL ZL2N
ZL2N LED Striplight

PRODUCT INFORMATION
Advanced plug-in system with three-circuit capability. Available on industrial and strip products and a variety of architectural products mounted in continuous rows. 1, 2, 3 and 4-lamp fixtures. PLR22 (2-circuit) and PLR33 (3-circuit) crossover harness switches hot circuit serving next fixture in row. Reduces fixture types on job for alternating circuit applications (see example below.) Easy one-step installation, saves up to 35% on labor costs. Expanded switching flexibility helps save energy.

Rows can be 50% longer with two-circuit systems. Polarized, lock-together nylon connectors prevent miswiring in the field. #12 THHN conductor, rated 600V, 90°C. White neutral wire included. Grounding accomplished by fixture in-row connectors.

CSA certified systems available with up to 2 circuits. G ground required.

Note: Specifications subject to change without notice.

Wiring
PLR
Advanced 3-Circuit Plug-In
Typical Applications
• Multiple-circuit and single-circuit for longer continuous rows • Multiple-circuit with alternating fixtures on separate circuits, 2-circuit (PLR 22) and 3-circuit (PLR 33)
• Multiple circuit with night-lights located along row as desired

TYPICAL APPLICATIONS
PLR 3 C PLR 3 C PLR 3 C PLR 3 C PLR 2 B PLR 2 B PLR 2 B PLR 2 B PLR 1 PLR 1 PLR 1 (All PLR22)
Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A (All PLR33)
Circuit A Circuit B Circuit C Circuit A Circuit B Circuit C Circuit A Circuit B Circuit C Circuit A Circuit B PLR 3 A PLR 3 A PLR 3 A PLR 3 C PLR 3 B PLR 3 B PLR 3 B PLR 3 C PLR 3 A PLR 3 A PLR 3 A Series Number of hot wires Branch circuits Dimming Ground PLR
PLR22
PLR33
(blank) Not required for 22 or 33
1 Black
2 Black and red
3 Black, red and blue
Circuits to which ballast is connected
(blank) Not required for 22 or 33
A Black wire
B Red wire
C Blue wire
LV Low-voltage dimming (blank) No ground in PLR
G Ground. Maximum 2 circuits
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative.

Passive Infrared Indoor Occupancy Sensor
LSXR
Single Relay

PRODUCT INFORMATION
A standard occupancy time delay is also present to ensure lights turn off (once minimum on timer has also elapsed) if no occupancy is detected.

This timer is factory set at 10 minutes to promote energy savings, but is adjustable between 30 seconds and 30 minutes. These adjustments may be done through the unit’s push-button.

FEATURES
• Four interchangeable lenses - high mount 360°, low mount 360°, high mount aisleway, and small motion 360°.
• Integrated mounting bracket drops lens down 3" from chase nipple - no bracket accessory required. • 100% digital PIR detection - provides excellent RF immunity Note: Specifications subject to change without notice.

ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: LSXR 10 ADC HVOLT 30M LSXR
Series Lens option Dimming/photocell
LSXR Passive Infrared Indoor
Occupancy Sensor
(blank) No lens
6 High mount, 360®
10 Low mount, 360°
50 High mount aisleway
9 Small motion, 360°
610 High and low mount 360°
650 High mount 360° and aisleway
3PK High and low mount 360° and aisleway
4PK All lenses
(blank) None
HL High/low occupancy operation
P Switching photocell (on/off)
ADC Dimming and switching photocell
ANL Dimming and switching photocell with
high/low occupancy operation
Voltage Max dim level Min dim level Lead length Temp humidity Default time delay (blank) 120-277 VAC
(MVOLT)
HVOLT 347-480 VAC
(blank) 10 VDC
9H 9 VDC
8H 8 VDC
7H 7 VDC
(blank) Minimum dimming level of ballast
1V 1 VDC
2V 2 VDC
3V 3 VDC
4V 4 VDC
5V 5 VDC
6V 6 VDC
(blank) 14"
42L 42"
(blank) None
LT Low temperature
(blank) 10 minutes (with minimum
15 minutes on time)
5M 5 minutes (LED only)
15M 15 minutes
20M 20 minutes
30M 30 minutes
For additional information see www.lithonia.com

Page 4 of 4 ends

OPTIONS AND ACCESSORIES
The Z Series fixture offers numerous options for almost every electrical and optical component, including a long list of field-installable accessories.

ZL2N LED Striplight

HANGER CHAIN
36" chain with Y hanger.

Order as:

HC36

Z SPRING HANGER
Snap ‘n’ lock design requires no fasteners and can
be used on T-grid ceiling or universal mounting
systems.

Order as:

ZSPRG

ZACVH HANGER
10' Aircraft cable with Y hanger.

Order as:

ZACVH

Council Economic Development CommitteeApril 28, 2022

Council Economic Development Committee
April 28, 2022