HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/24/2006
GENERAL NOTES
1. Construction sho.ll conforM to the OREGON STANDARD SPECIFICATIONS FOR
CONSTRUCTION 2002 prepo.red by the Oregon Depo.rtMent of Tro.nsporto.tion o.nd the
Oregon Cho.pter of the AMerlco.n Public 'Jorks Assoclo. tlon. Gro.dlng sho.ll conforM to the
requireMents of the current edition of the UniforM Building Code o.s shown In the
division governing exco. vo. tion o.nd gro.dlng.
2. IteMs of work not shown on the plo.n but necesso.ry for successful cOMpletion of
this project Mo.y be required by the City.
3. The contro.ctor sho.ll not perforM work without City Inspections where inspectlc)ns
o.re required by the speclflco. tlons.
4. The contro.ctor sho.ll prepo.re o.nd r"to.into.ln the fo.ces of cut o.nd fill slopes to
control o.go.lnst erosion. The contro.ctor sho.ll fine gro.de o.ll disturbed slopes o.nd
seed to control erosion. Seeding sho.ll be o.ccor"tpUshed within 10 workdo.ys o.fter
cor"tpletlon of the slope construction.
5. Requests by the contro.ctor for cho.nges to the plo.ns Must be o.pproved by the
consulting engineer o.nd the City before the cho.nges o.re IMpleMented.
6. ATTENTION: Oregon lo.w requires you to follow rules o.dopted by the Oregon Utility
Notiflco.tlon Center. Those rules o.re set forth In OAR 952-001-0010 through OAR
952-001-0090. You Mo.y obto.ln copies of the.rules by co.lUng thec:enter. (Note: the
telephone nUMber for the Oregon Utility No-;tlflco. tlon Center Is (503) 232-1987).
7. During construction" runoff fror"t the sl*e sho.ll be controlled., o.nd increo.sed
sediMents resulting frOM soil dlsturbo.nces sho.ll be reto.lned on-site. The contro.ctor
sho.ll provide teMpOro.ry diversions" sediMent tro.ps" bo.rriers" check do.MS" or other
Methods o.s necesso.ry to PREVENT AND/OR MINIMIZE NEGATIVE IMPACTS TO 'JATER QUALITY
AND RELATED NATURAL RESOURCES.
8. The public iMproveMents shown hereon o.re for reference only. Construction of
public IMproveMents Is under 0. sepo.ro. te perMit.
9. Fill Slopes sho.ll not be constructed on slopes steeper tho.n 1 unit vertico.l in 2
units horlzonto.l.
10. The ground surfo.ce sho.ll be prepo.red to receive fill by r>?Movlng vegeto. tion"
noncoMplying fill" topsoil o.nd other unsulto.ble Mo.terlo.ls., o.nd sco.rlfylng to provide 0.
bond with the new fill.
11. 'Jhere existing slopes o.re steeper tho.n 1 unit vertico.l in 5 units horlzonto.l o.nd
the height is greo. ter tho.n 5 feet" the contro.ctor sho.ll bench Into sound bedrock or
COMpetent Mo. terlo.l o.s deterMined by the soils engineer. The bench under:' the toe of 0.
fill on 0. slope steeper. tho.n 1 unit vertlco.l In 5 units horlzonto.l sho.ll l5e 0. t leo.st 10
feet wide.
12. The o.reo. beyond the toe of fill sho.ll be sloped f or sheet overflow or 0. dro.h'1
sho.ll be provided.
13. DetrlMento.l o.Mounts of orgo.nic Mo. terlo.l sho.ll not be perMi'tted In fills.
14. All fills sho.ll be COMpo.cted to 0. MiniMUM of 90% of Mo.xiMUM density ds deterMined
by test Method AASHTO T99.
15. The slope of fill surfo.ces sho.ll l5e no steeper tho.n is so. fe for the intended use.
Fill slopes sho.ll be no steeper tho.n 1 unit vertlco.l in 2 units horlzonto.l.
51T8 5Tj.' TI5T/C5
SITE COVERAGE: 95,391 SF
BUILDINGS: 24,838 SF
PARKING AREAS: 50,81/ SF
WALKWA YS: 5, 163 SF
OTHER: (TRASH, LOADING, DRIVE THROUGHS): 1,788 SF
LANDSCAPING AREAS: 12,791 SF
TOTAL IMPERVIOUS AREAS: 82,600 SF
EXISTING IMPERVIOUS SURFACE COVERAGE: 44,376 SF
NEW IMPERVIOUS SURFACE COVERAGE: 82,600 SQ FT less 44,376 SQ FT equals 38,224 SO FT.
Area: 95391 square feet or 2. 19 acres
WALGREEN'S 14820 SO FT - 49.4 SPACES
DRIVE THRU BANK 4564 SO FT - 15.2 SPACES
STRIP COMMERCIAL 5454 SO FT - 18 SPACES
LANDSCAPED AREAS
Site Total 12791 sq. ft.
City credit area 2297 sq.ft.
Total 15088 sq. ft.
Total 24838 sq. ft. 83 spaces@1/300
Proposed parking 85 spaces
Estimated fill material to be imported: 818 cubic yards.
Required building setback Is 0 feet.
ADDITIONAL CITY AREA TO BE LAND.SCAPED 3096 SO FT
IMPERVIOUS SURFACE. Any surface that either prevents or retards the entry of water into soil.
Common impervious surfaces include, but are not limited to, rooftops, walkways, patios. driveways. parking
lots and/or storage areas, concrete or asphalt paving, grovel surfaces with compacted subgrade, pocked
earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of
storm water. Open, uncovered retention/detention facilities sholl not be considered impervious surfaces.
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Engineering · Municipal Engineering. Land Planning
P.o. Box 10145
Eugene, OR 97440
Phone: 541 461 -977~{~9
Civil
<i~~- OREGON AC}~~
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EXPIRES - '30JUN2006 NO.
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REVISION
DATE JULY 2006
DESIGNED BY GARY REED
.DRAWN BY GARY REED
.CHECKED BY DOUG ~EBER
WEBER ELLIO II' PROJECT NO. 03-23
BY CITY PROJECT NO. SPRINGFIELD
(~~PP~OVED FOR ~Q~~T~U~ ~TAMP)
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SPRINGjI'IELD
"lICINI1'Y llAP
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SHEET 1 COVER SHEET
IICALL BErORE YOU DIGII
1-800-332-2344
T\VO WORK DAYS
IN ADVANCE OF EXCA V A TION
- ATTENTION: Oregon law requires you to follow rules'
'^ adopted by the Oregon Utility Notification Center.
: Those rules are set forth in OAR 952-001-0010
through OAR 952-001-0090. You may obtain copie ~
of the rules by calling the center.
1 (Note: the telephone number for the Oregon Utility
; Notification Center is (503)232-1987.
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SHEET 3 STORM\J A TER 8c UTILITIES u..
SHEET 2 PA VING AND GRADING
SHEET 4 ORIGINAL CONDITIONS
SHEET 5 TRAFFIC CONTROL
PARKWA Y CENTER
SHEET
NUMBER
1
OF
COVER SHEET
SITE REVIE\.J
5
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Sile Slalislics
Eslimaled Fill Maleriallo be imported 818 cubic yards
REOIlIREO BUILOING SETBACK IS 0 FEET
WAL8REENS BUILOING WILL BE CONSTRUCTEO WITH PHASE ONE.
ORIVE THROUGH BANK ANO STRIP CENTER WILL BE CONSTRUCTEO WITH PHASE TWO.
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RIM ELEV.
PER PLANS
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DEPRESSED CURB AND GUITER
broom finish on all exposed surfaces
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CURBS: 3500# FIELD STRENGTH
6.3 SACK MIX
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CURB
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SECTION A -A
PLAN
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CONCRETE STRENGTH:
FIELD STRENGTH LAB STRENGTH
3500 PSI 4025 PSI
3000 PSI.,; 3450 PSI
ELEVATION OF CURB AND GUITER
not to scale
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NOTES:
1/ ALL CURBS TO HAVE %11 EXPANSION JOINTS WITH DOWELS
AT MAXIMUM 100 FOOT INTERVALS AND AT POINTS OF
TANGENCY.
2/ CONTRACTION JOINTS SHALL BE SAWCUT 2" DEEP ACROSS
THE ENTIRE CROSS SECTION AT 10" INTERVALS EQUIDISTANT
FROM DEPRESSED SECTIONS.
3/ DIMENSIONS ARE NOMINAL: VARY TO CONFORM WITH CURB
MACHINE APPROVED BY ENGINEER.
2t 4-3/4-
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1/2- X 2-1/2. SQ.
EDGE FLAT BARS
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... S!tf x 2-1/r x ~ 1-3/4-
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MONOLITHIC CURB & SIDEWALK
.. As specified In plans, Min, 4",
If sidewalk Is intended as portion of a
dwy. or mountable curb is used
min. thkn. 6",
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2 EACH END -. _-;.2-1/2-
4 CORNERS ~ .
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NOTES:
DEPRESSEDi CURB ALONG BIOSWALE
1. SEE CONSTRUCTION DRAWINGS FOR
PIPE SIZE. LOCATION AND INVERT
ELEVATION.
2. FRAME & GRATE SHALL BE ASTM
A-36 STEEL. HOT-DIPPED GALV.
At- II:.R CONSTRUCTION.
3. ALL CONCRETE TO BE 3000 PSI
AT 28 DAYS.
+-~~
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nrc a DITCH N..E1'
CATCH ~
(NTS)
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STORE 110812
NWC PIONEER PARKWAY AND Q STREETt
SPRINGFIELD. OREGON.
@
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IPARKING LOT AND DRIIEWAYS
iiif.i.t{il1.liL 3 W HOT M3~ ASPHALT PAVEMENT (TWO UFTS)
~ogC?gog<!gogog?gogog~g?~ 2" of 0" to 74" crushed rock
65o{)o~uo~o(' \"'"
~000000000000(
4>000000000000
'<1>000000000000 6" oft ~" maximum crushed rock
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SHEET 1
COVER SHEET
4" {I HDPE SLOTTED
SUBDRAIN @ .002 if
IICALL BEFO~E YOU DIGII
1-800-3~2-2344
T'WO 'WORK DAYS
_ IN ADVANCE OF EXCAVATION SHEET 3 STORMVJATER &c UTILITIES
ATTENTION: Oregon law requires you to follow rules
:adopted by the Oregon ~tility Notification Center.
Those rules are set fortH in OAR 952-001-0010
through OAR 952-001-0)90. You may obtain copie) SHEET 4 ORIGINAL CONDITIONS
9f the rules by calling t~e center.
~Note: the telephone number for the Oregon Utility
Notification Center is (5Q3)232-1987. SHEET 5 TRAFFIC CONTROL
-SAND/SOIL MIX
SHEET 2 PAVING AND GRADING
PERMEABLE CRA VEL (TYPE
26 MINERAL AGCREG'ATE
-Y:) CA_ 3 OSWA_-
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_G:c:L
DATE MAY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED
CHECKED BY DOUG VEBER
WEBER EllIO'11 PROJECT NO. 03-23
BY CITY PROJECT NO. SPRINGFIELD
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NUMBER
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Engineering · Municipal Engineering. Land Planning-
P.o. Box 10145
Eugene, OR 97440
Phone: 541 ~461 9779
RAVING ~nd GRADING
SITE REVIE\v
OF
5
REVISION
DATE
(APPROVED FOR CONSTRUCTION STAMP)
General Notes
June 2004
1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and
or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained.
2. The erosion and sediment control measures shown on the plan are the minimum requirements for anticipated site conditions. During the construction
period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment-laden water does not leave
the site.
3. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the
responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / landscaping is established.
4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the
construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flogging sholl be maintained by the permit holder and or
the contractor for the duration of construction.
5. The erosion and sediment control measures on active sites shall be inspected and maintained doily and within the 24 hours after any storm event of
greater than 0.5 inches of rain per 24 hour period. Measures shall be inspected by the permit holder and or the contractor after each rainfall and at
least daily during prolonged rainfall. Any required repairs or adjustments shall be mode immediately. The erosion and sediment control measures on
inactive sites shall be inspected 0 minimum of once every two (2) weeks or within 48 hours following 0 storm event.
6. All erosion and sediment control measures sholl be protected from damage at all times. Control measures sholl remain in place until permanent
re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately.
7. Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season (October 1 to April 30) or
seven days during the dry season (May 1 to September 30) shall be immediately stabilfzed with an approved ESC method (seeding & mulching with straw,
bark, compost, or plastic covering, ect.). '{~
8. Street sweeping sholl be performed as needed or when directed by the City inspector to insure public right-ofways are kept clean and free of debris.
Street flushing is prohibited.
9. When trucking saturated soils from the site, either water-tight trucks shall be used or loads shall be drained on site until dripping has been reduced
to no more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system
10. Extracted ground water from excavated trenches shall be disposed of in a suitable manner without damage to adjacent property, City's storm water
system, water features, and related natural resources. Approval of a dewatering system does not guarantee that it will meet compliance or be acceptable
for use in 011 situations. Modifications to the dewatering system will be required if compliance can not be met. At no time will sediment laden water be
allowed to leave the construction site.
11. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under 011 weather
conditions shall be maintained at all times on the construction site.
12. No hazardous substances, such as points, thinners, fuels and other chemicals shall be released onto the site, adjacent properties, or into water
features, the City's storm water system, or related natural resources.
13. The ESC facilities shall be inspected doily be the contractor and maintained to ensure continued proper functioning. Written records shall be kept of
weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May1 to September 30).
For More Information
City of Springfield
Public Works
Engineering
225 Fifth Street
Springfield, OR 97477
Phone (541)736-1037
(541)726-3591
www.ci.springfield.or.us
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PARKING
STORM SEVVER
LOT
CATCH
BASI N
24" Sauare With 4"S2S or 6"S2S Outlet
Oil & Grease Filtration System
STATE APPROVED - ASPHALT DIPPED
1. Box fabricated from 1 0 GA. material
2. Bike proof, heavy duty traffic grate /
Suports AASHTO H25 loading
Flo-Gard ™ Filter Insert
( Model FF24D )
High Flow Bypass
Neoprene
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GIBSON STEEL BASINS
247 WASHINGTON ST.
EUGENE, OR 97401
(541) 687-8672
(Fax 541) 687-0033
Flo-Gard ™ is a Trademark
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DATE
DESIGNED BY
DRAWN BY
CHECKED BY
WEBER ELLIO I I PROJECT NO.
:CITY PROJECT NO.
(APPROVED FOR CONSTRUCTION STAMP)
MA Y 2006
GARY REED
GARY REED
DOUG W'EBER
03-23
SPRINGFIELD
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IN ADVANCE OF EXCA V A TION
ATTENTION: Oregon law requires you to follow rules-
adopted by the Oregon Utility Notification Center.
Those rules are set forth in OAR 952-001-0010
through OAR 952-001-0090. You may obtain copie;
of the rules by calling the center.
(Note: the teleph9ne number for the Oregon Utility
Notification Center is (503)232-1987.
SHEET 1 COVER SHEET
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Common impervious surfaces include. but ore not limited to. rooftops, walkways, patios, driveways, parking
lots and/or storage areas, concrete or asphalt paving, gravel surfaces with compacted sub grade, packed
earthen materials and oiled macadam or other surfaces that similarly impede the natural infiltration of
stormwater. Open. uncovered retention/detention facilities sholl not be considered impervious surfaces.
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Engineering · Municipal Engineering. Land Planning
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Eugene, OR 97440
Phone: 541 -461 9779
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through OAR 952-001-0090. You may obtain copie)
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Those rules are set forth in OAR 952-001-0010
through OAR 952-001-0090. You may obtain copie ~
of the rules by calling the center.
(Note: the telephone number for the Oregon Utility
Notification Center is (503)232-1987.
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Engineering · Municipal Engineering. Land Planning
P.o. Box 10145
Eugene, OR 97440
Phone: 541 461 -9779
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SPRINGFIELD, OREGON.
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IICALL BEFORE YOU DIGII
1-800-332-2344
TWO WORK DAYS
IN ADVANCE OF EXCAVATION
ATTENTION: Oregon law requires you to follow rules
adopted by the Oregon Utility Notification Center.
Those rules are set forth in OAR 952-001-0010
through OAR 952-001-0090. You may obtain copie ~
of the rules by calling the center.
(Note: the telephone number for the Oregon Utility
Notification Center is (503)232-1987.
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SHEET
NUMBER
1
OF
DATE MAY 2006
DESIGNED BY GARY REED
DRAWN BY GARY REED
CHECKED BY DOUG ~EBER
WEBER ELLIO I t' PROJECT NO. 03-23
BY CITY PROJECT NO. SPRINGFIELD
W :. 3 :. ~ :. _ _ 0 -- :. \ G \:.:. ~ S , :>. C .
Civil Engineering · Municipal Engineering. Land Planning
P.o. Box 10145
Eugene, OR 97440
Phone: 541 461 -9779
PARKWA Y CENTER
"y
I I PRELIMINARY I I
I I NOT FOR CONSTRUCTION I I
ESCP
SITE PLAN APPROVAL
1
REVISION
DATE
(APPROVED FOR CONSTRUCTIQN STAMP)
,)_A,- (:Y 30SWA_: ) _A \ - \GS
SYM BOTANICAl NAME COMMON NAME SIZE OOAN. llIE FOLLO\\1NG PlANTS ARE TO BE PlANTED AlONG lHE BANKS OF THE BIOSWALE(S) \WiERE
AR ACER R. 'COlUMNARr COlUMNARE MAPLE 2- CAL 3 INDICA lED BY THE FOLLO~NG SYMBOLS. lHE GRASS MIX IN THE BIOSWALE IS TO BE PER THE
BlR BElULA JAOOEMONTE YttIITE BIRCH 2- CAL 9 SPECIACA liONS BY DBER, B.UOT ENGINEERS. DlttJ< TO ENGlNt.t.KS REQUIREMENTS
FOR FRAXlNUS O. 'RA YWOOO' RAYWOOD ASH 2- CAL 7 IF DISCREPANCIES ARE FOUND.
AG AGAPANTHUS 'Pllt.t< PAN' LD\\f. Ul Y OF THE NILE * HBJCHTOlRlCHON SEMPERVlRENS 1 GAL
1 GAL 81
AN ABIES NIDIFORMIS BIRD NEST SPRUCE 5 GAL 3 .. PENNISElUM 'PURPUREUs' 1 GAL
ARB THUJA OCClDENTAUS ARBORVITAE 15 GAL 2 - IMPERA TA CYUNDRICA 1 GAL
BRG BERBERIS 'ROSY GLOW ROSY GlOW BARBERRY 2 GAL 22
CAM CAM8lIA SASANOOA CAMEWA 5 GAL 1 ~ MISCANTHUS 'GRAClWMUS' 1 GAL
CAN tBERlS SEMPER\1RENS CANDYlUFT 1 GAL 117
DAY HEMEROCAWS SPP. ASSORlED DA YUl Y 1 GAL 138
EC ESCAllONIA COMPAKTA COMPACT ESCAllONIA 2 GAL 41
NMR NANDINA 'MOYERS RED' MOYERS NANDINA 5 GAL 3
POL PRUNUS 'OTTO lUYKEN' LUYKEN LAURa 2 GAL 71
RHO RHODODENDRON 'PJ.f' RHODODENDROO 5 GAL 4
SPI SPIRAEA 'ANTHONY WATERER' SPIRAEA SGAL 10
W VIBURNUM DA VlDII DAVIDS VIBURNUM 2 GAL 22
~ PLANT 1 GAL KlNNICKlNlCK 'S ON CENTER YMERE INDICAlED BY HATCH
CITY OF SPRINGFIELD LANDSCAPE REQUIREMENTS:
31.140 (2) ....AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA
SHALL BE COVERED W1TH L1VlNG PLANT MATERIALS WlTHIN 5 YEARS
OF THE DATE OF INSTALLATION. THE L1VlNG PLANT MATERIALS SHALL BE
DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE
MINIMUM PLANTING ACCEPTABLE PER 1000 SQ. FT. OF REQUIRED PLANTING
AREA SH ALL BE AS FOLLOWS:
(A) AT LEAST TWO TREES NOT LESS THAN 6' IN HEIGHT AND NOT LESS THAN
2 INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING
ROOTBALL); AND
(B) TEN SHRUBS, FIVE GALLON OR LARGER.
(C) LAWN AND JOR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES
OR SHRUBBERY, EXCEPT w-IERE REQUIRED FOR SCREENING, WHEN
THERE ARE ADEQUATE PROVlSIONS FOR ONGOING MAINTENANCE.
(3) PARKING LOT PLANTERS SHALL INCLUDE ONE TREE THAT MEETS CITY
STREET TREE STANDARDS IN ACCORDANCE WlTH SECTION 32.050 OF
THIS CODE AND AT LEAST 4 SHRUBS 5 GALLON OR LARGER
FOR EACH 100 SQ. FT. OF PLANTING AREA....
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Michael J. Minder
landscape design professional
(541) 776-0409
CONSULTANT PROJECT NO.
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
o WALGREENS'
o LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK. UNLESS NOTED OTHERWISE. BY:
o WALGREENS' CONTRACTOR
o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW.......... .0
REMODELING. . . . . .0
RELOCATION. . . . . . D
OTHERS. . . . . . . . . 0
NEW...........D
EXISTING. . . . . . . . 0
NEW SHELL ONLY . . . 0
7/17/06
NO. DATE BY
DESCRIPTION
CONST
REVISIONS
CERTIFICATION AND SEAL
I, HEREBY CERTIFY THAT~H'S
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF OREGON AS
SIGNIFIED BY MY HAND AND
SEAL.
STORE #10812
PROJECT NAME
WALGREENS STORE
NWC PIONEER PKWY & Q STREET
SPRINGFIELD. OREGON
CADD PLOT:
DRAWING TITLE
LANDSCAPE PLAN
SCALE: DRAWING NO.
DRAWN BY: MJM / 0 /
DATE: 7/10/06
VOID PLOT:
SUPERSEDES
PLAN DATED:
REVIEWED BY:
- OF 4 DWGS.
~ORM 5AOC;( W11t
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LANDSCAPE CONTRACTOR IS HEREBY REFFERED TO AS "CONTRACTOR"
* USE UNIVERSAL ROOT BARRIERS ON ALL TREES WITHIN 6' OF PAVED SURFACES.
* ROTOTILL 3" OF ORGANIC SOIL AMENDMENT INTO ALL PLANTERS. ADD 5 LBS/1000 SQ. FT. OF UNITED HORTICULTURAL
SUPPLY 16-14-12 "GAf~DEN GREEN" FERTI; IZER PRIOR TO TILLING.
* NEW LAWNS ARE TO BE SOD BY 'J.B. INSTANT LAWN'. ADD 4"-6" LAYER OF TOPSOIL/AMENDMENT MIX IN ALL LAWN AREAS.
* RIP AND CROSS RIP ALL SUBGRADES TO 6"-8" DEPTH PRIOR TO TOPSOIL ADDITIONS.
* MULCH ALL PLANTERS WITH 4" LA YEROF SHREDDED BARK.
* BACK FILL PLANTS PER DETAIL, AND ADD AGRIFORM FERTILIZER TABLETS PER MANUFACTUERS RECOMENDATION.
* STAKE TREES AS REQUIRED. REMOVE STAKING FOLLOWING SECOND SEASON AFTER PLANTING.
* APPLY SENTRY XL2G PRE-EMERGENT HERBICIDE TO ALL PLANTERS UNDER MULCH LAYER.
* ALL TOPSOIL IS TO BE FREE OF NOXIOUS WEEDS, ORGNIC WASTE, AND STONES.
* ALL PLANT MATERIALS ARE TO MEET OR EXCEED CURRENT O.A.N. STANDARDS.
* CONTRACTOR IS TO VERIFY SITE CONDITIONS AND MEASUREMENTS PRIOR TO BIDDING PROJECT. NOTIFY MJM OF ANY DISCREPANCIES.
* CONTRACTOR TO VERIFY QUANTITIES OF PLANTING MATERIALS PRIOR TO BIDDING PROJECT. NOTIFY MJM OF ANY DISCREP ANCIES.
* GRADE ALL PLANTERS AND LAWNS TO DRAIN AWAY FROM BUILDINGS AT A 2% MINIMUM SLOPE. INSURE ALL LANDSCAPE AREAS DRAIN TO
SUITABLE LOCATIONS.
* HYDROSEED DETENTION SWALE AREAS WITH INDICATED MIX ON THE ENGINEERS PLAN. IRRIGATE SEED AS REQUIRED FOR GERMINA TION
AND LONG TERM PERFORMANCE.
* ALL PLANT MATERIALS ARE TO BE GURANTEED FOR 60 DAYS AFTER ACCEPTANCE OF LANDSCAPE COMPLETION BY OWNER.
PLANTS ARE TO BE IN GOOD GROWING CONDITION AND FREE FROM DISEASE. PLANTS ARE NOT TO BE GURANTEED IN
CASES OF NEGLECT BY OWNER, VANDALISM, OR 'ACTS OF GOD'.
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Michael J. Minder
landscape design professional
(541) 776-0409
CONSULTANT PROJECT NO.
P~OJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
o WALGREENS'
o LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
o WALGREENS' CONTRACTOR
o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
NEW.......... .0
REMODELING. . . . . .0
RELOCATION. . . . . . 0
OTHERS. . . . . . . . . 0
NEW.......... .0
EXISTING. . . . . . . . 0
NEW SHELL ONLY. . . 0
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fROM aN'realNe Of mJNK
NO. DATE BY
DESCRIPTION
CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF OREGON AS
SIGNIFIED BY MY HAND AND
SEAL.
STORE #10812
PROJECT NAME
WAlGREENS STORE
NWC PIONEER PKWY & Q STREET
SPRINGFIELD, OREGON
DRAWING TITLE
CADD PLOT:
SCALE:
DRAWING NO.
VOID PLOT:
DRAWN BY:
MJM
DATE: 7/10/06
/02
SUPERSEDES
PLAN DATED:
REVIEWED BY:
OF 4 DWGS.
~ ~ GA - 0\ _ - G- \)
~c
HUNTER ICM 2000 TlMECLOCK. VERIFY LOCATION.
POINT OF CONNECTION (VERIFY LOCATION). ADD 1 1/2- WILKINS # 950XL
DOUBLE CHECK VALVE AND 1 1/2- ISOLATION VALVE (BRASS BALL VALVE).
ADD WILKINS pO PRESSURE REDUCING VALVE IF LOCAL STATIC PRESSURE
EXCEEDS 65 P .S.I.
2- ISOLATION VALVE (BRASS GLOBE VALVE W/ HEX TOP) IN VALVE BOX.
HUN 11:.1"< I 20 ROTOR WITH NOZZLE AS INDICA II:.L).
HUNTER PROS-04 SPRAY HEAD WITH RCS-515, 7' & 12' VARIABLE ARC NOZZLES.
ADJUST TO INSURE ADEQUA 1E COVERAGE.
HUNTER HPV-l01A ANGLE VALVE WITH ISOLATION VALVE
RAINBIRD XCZ-075 DRIP ZONE KIT
4- CL200 PVC UNDER PAVING SLEEVE
#33 RAINBIRD QUICK COUPLING VALVE (SUPPLY
OWNER<wrn-f 2 KEYS AND HOSE SWIVELS)
1/2" DRIP TRUNK LINE. USE 3/4 "PVC SCH.40 IN ALL LAWN AND
SLEEVE CROSSING AREAS.
POC
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~
3/4- SCH 40 PVC DRIP SUPPLY UNE
2" PVC SCH 40 MAIN LINE
1" PVC CL200 LA II:.KAL PIPING.
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IRRIGATION NOTES
(IRRIGATION CONTRACTOR IS HEREBY REFERRED TO AS "CONTRACTOR")
* TURF IRRIGATION SYSTEMS ARE DESIGNED AROUND A 10-15 G.P.M. FLOW RATE
* USE 14/1 DIRECT BURIAL CONTROL 'MRES. BUNDLE TOGETHER EVERY 10' WITH
ELECTRICAL TAPE. SPLICE WIRES ONLY IN VALVE BOXS. USE ONLY WATERPROOF
WIRE CONNECTORS. COLOR CODE "HOT" LEADS FROM VALVE COMMON WIRE.
* CONTRACTOR TO INSURE LOCAL BACKFLOW PREVENTION CODES ARE OBSERVED.
* CONTRACTOR TO SECURE ANY REQUIRED PERMITS AND DEVICE TESTING.
* CONTRACTOR TO PROVlDE ALL 4" CL 200 UNDER PAVlNG SLEEVES. INSTALL AT AN 18"
MINIMUM DEPTH.
* MAIN LINE PIPING DEPTHS SHALL BE 18" MINIMUM. LATERAL PIPING SHALL HAVE 12" MINIMUM COVER.
* ALL SPRINKLER NOZZLES ARE TO BE MATCHED PRECIPITATION RATE.
* IF LOCAL STATIC WATER PRESSURE EXCEEDS 65 PSI. INSTALL WILKINS #70 PRV AND SET TO 50 PSI.
* WINTERIZE IRRIGATION SYSTEM WITH AN AIR COMPRESSOR NOT TO EXCEED 60 P.S.1.
* BURY 1/2" DRIP TRUNK LINES 4" UNDER SOIL LEVEL INSTALL DRIP EMITTERS AT EACH PLANT
ABOVE GRADE AT ROOT BALL
* INSTALL ISOLATION VALVES (1"GATE VALVES) AHEAD OF EACH TURF AUTOMATIC VALCE.
* SAND BED ANY PIPING IN WHICH ROCK IS ENCOUNTERD DURING TRENCHING (4"SAND LAYER MINIMUM)
* COMPACT AND SETTLE ALL TRENCI:lES WHILE BACKFILLING. REPAIR ANY SETTLING DURING THE FIRST
SIXTY DAYS AFTER INSTALLATION.
* FLUSH ALL PIPING PRIOR TO INSTALLING SPRINKLER HEADS. ADJUST ALL SPRINKLERS TO INSURE ADEQUATE COVERAGE.
* FURNISH OWNER WITH (2) KEYS AND HOSE SWIVELS FOR QUICK COUPLERS.
* SAND BED ALL PIPING WHERE ROCK IS ENCOUNTERED. PLACE 3" MINIMUM LEVEL OF SAND ABOVE & BELOW PIPING.
~""
~r~
I
@
DRIP EMITTER SCHEDULE
ALL DRIP EMIIIt:RS ARE TO BE PRESSURE COMPENSATING RAINBIRD XB SERIES OR EQUAL
1 GAL. GROUNDCOVER
1 GAL. SHRUB
2-3 GAL. SHRUB
5 GAL. SHRUB
TREES
ONE 1/2 GPH EMITTER
ONE 1 GPH EMITTER
TWO 1 GPH EMITTER
THREE 1 GPH EMITTER
TWO 2 GPH EMITTERS
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I
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1\I"M
Michael J. Minder
landscape design professional
(541) 776-0409
CONSULTANT PROJECT NO. 100.06
PROJECT TYPE J
DRAWINGS/SPECIFICATIONS ,BY:
o WALGREENS'
o LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
o WALGREENS' CONTRACTOR
o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING J
NEW...........D
REMODELING. . . . . . 0
RELOCATION. . . . . .0
OTHERS. .. . . . . . . 0
NEW...........D
EXISTING. . . . . . . . 0
NEW SHELL ONLY. . . 0
NO.
DATE BY
DESCRIPTION
CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF OREGON AS
SIGNIFIED BY MY HAND AND
SEAL.
STORE #1081 2
PROJECT NAME
WALGREENS STORE
NWC PIONEER PKWY & Q STREET
SPRINGFIELD. OREGON
DRAWING TITLE
IRRIGATION PLAN
CADD PLOT: SCALE: DRAWING NO.
0 ,,; 03
N DRAWN BY:
II
~ VOID PLOT: MJM
~
w DATE: 7/10/06
-1
<( SUPERSEDES
0 PLAN DA TED: REVIEWED BY:
(f) OF 4 DWGS.
I I
-_.:..<.~~ _..~ ~)d ~-~-l(._.::r-
___~::~__":t~~-_.:... :._ ,- . \-._:U=~~_:J1.:.-.:: -_,
t
"-
MIN. 12"
'-
.; '4. >~'"4 :'. ..::.,
" .
. , .'
~ - . ~ , 4 ..:~ ,:. ~ .' : 4: ,,:' ~. .::: '".:' '. 't.... . :""
1 I 1 '1 I I 1 1 I" I 1 I I I I I I I I I I I I I
'1 I I
I I
I I I .1 I I I I I. I I I I I I I I I I I I I I I
I I
.1 1 I
Bross Plug (typ)
Finish grade
18X24Jumbo Valve Box
. Union (typ)
- Irrigation PVC main line
- 1 1/2u washed grovel
NOTE:
1. INSTALL BACKFLOW PREVENTR AS REQUIRED BY LOCAL CODES AND HEALTH
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
DOUBLE CHECK VALVE
no scale
FINISH GRADE
MODEL PROS-OL:J
SPRAY HEAD
1/2" STREET ELLS
1/2" SCH 80 NIPPLE
(LENGTH AS REQUIRED)
1 /2" STREET ELL
PVC .... ~
P /
PVC LATERAL LINE J
Af"Af
Michael J. Minder
landscape design professional'
(541) 776-0409
CONSULTANT PROJECT NO. 100.06
PROJECT TYPE
DRAWINGS/SPECIFICATIONS BY:
o WALGREENS'
o LANDLORD'S CONSULTANT
ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
o WALGREENS' CONTRACTOR
o LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
FlNISH-'iRAt.G ~J/.(1 . ~1A
RUBBER COVER~~
MOl:>6L f-201UL TRA
GEARED ROTOR
3/4" STREET ELLS
3/f' sCrt~o NIPPLe
(LENGTH AS REQUIRED)
3/4" STREET ELL
~jft4{~:jtlr l'< :i.
U n l
~, w'
I
I
l
9
PVC TEE \
~ /
PVC LATERAL UNE ~
NEW...........O
REMODELING. . . . . .0
RELOCATION. . . . . .0
OTHERS. . . . . . . . . 0
NEW.......... .0
EXISTING. . . . . . . . 0
NEW SHELL ONLY. . . 0
~
-r
o _LODIC:sP" PROS-04 SPRAY HEAD
NOSCAL.6 INSTALLATION Dt:;; tAIL
-0 I'mf.:ap' (-:W/(,tLTRA Cj6ARJ:>R.!V6
NOSCAL6 (NSTALLATlON l)6TA(L
NOTE:
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
@
3 A C K -:: LOW .:J ~ ~ V ~ ,\1- E ~
PLASTIC VALVE BOX
WITH COVER
FINISH GRADE
(---~~ ~
1 "SCH8D UNION---.~~L WIRE _ 7::;J) r \
p . - ,..r-L <:=;] -- l
d \~:::: ,-' / .
PVC LATERAL LINE \~.;..~---
TO SPRINKLERS J - 9
'"
MAIN LINE FITTING
SINGLE -OUTLET EMITTER:
RAIN BIRD
XERI-8UG EMmERS ...10
1/4-INCH VINYL DISTRIBUTION
TUBING: RAIN BIRD DT -025
1/4-INCH TUBING STAKE:
RAIN BIRD TS-025
3ft MULCH LAYER
NOTE:
1. USE RAIN BIRD BUG GUN MODEL EMA-BG TO INSERT BARB CONNECTOR
DIRECTLY INTO XERI-TUBE.
G)
'4TO
1/4" -U3 \JG
~ -vi TT: R
swr "Ci
~ ~
-, ..~
~'""""""~ tl, /
.. I~ 4
~
.1"ISOLATION VALVE
MAIN SUPPLY LINE
I, .~ e
o _LUWlLtaP
NO SCALE INSTALLATION DETAIL
..V-A1'IrGIiB
SW( NCf
CD FINISH GRADE/TOP OF MULCH
@ QUICK-COUPLING VALVE:
RAIN BRD MODEL 33DRC
o VALVE BOX WITH COVER:
6-INCH SIZE
o pvc SCH 80 NIPPLE
(LENGTH AS REQUIRED)
@ 3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
@ BRICK (1 OF 2)
o pvc SCH 40 STREET ELL
@ PVC SCH 40 TEE OR Ell
o pvc MAINLINE PIPE
]
3" MIN.
@ pvc SCH 40 ELL
@ 2" x 2" REDWOOD STAKE WI
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
NOTE:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO
NOMINAL QUICK COUPLING VALVE INLET SIZE.
~A \j 3 ~) 33 ) ~c
Q J C < -cau :) _ ~G VA _V:'
G)
CD pvc SCH 80 NIPPLE (CLOSE)
(3) VALVE BOX WITH COVER:
~ 24-INCH SIZE
010 TAG
8) WATER PROOF CONNECTION
(1 OF 2)
(030-INCH LINEAR LENGTH OF
WIRE, COILED
o FINISH GRADE
(j) TOP OF MULCH
@ PVC SCH 40 COUPLING
o pvc SCH 80 NIPPLE
(LENGTH AS REQUIRED)
@ PVC SCH 40 ELL
@ PVC SCH 80 NIPPLE (2-INCH
LENGTH, HIDDEN) AND
PVC SCH 40 ELL
@ PVC SCH 40 TEE OR ELL
@ BRICK (1 OF 4)
@ 3.G-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
@ PVC MAINLINE
@ CONTROL ZONE KIT: RAIN BIRD
MODEL XCZ-075
@ PVC SCH 80 UNION FOR
SERVICING ASSEMBLY
@ PVC SCH 40 MALE ADAPTER
NO. DATE BY
DESCRIPTION
CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF OREGON AS
SIGNIFIED BY MY HAND AND
SEAL
STORE #10812
PROJECT NAME
WALGREENS STORE
NWC PIONEER PKWY & Q STREET
SPRINGFIELD, OREGON
DRAWING TITLE
IRRIGATION DETAILS
CADD PLOT:
SCALE:
DRAWING NO.
XE,~ GA~10\ CO\;=~C ~ ZO~E < ~
VOID PLOT:
DRAWN BY:
MJM
DATE: 7/10/06
/0/-
SUPERSEDES
PLAN DATED:
REVIEWED BY:
OF 4 DWGS.
;....".,_...".>>'._...M~,.._.~,..._..W_,.._~...."M._~"_..~..""'M.'._'M"'~_M'-_~'_"~'"'''M'_.''''''_'_'''M~_.''~'.'_'''M'_"_'~'_'''M.'_''_~.'_''''M~M__-~..t'-''~-'''''''^'_''___M'_^"M'_"""'~.'-'''_'_____'''''M~M_.~~''M~M_"~I,.,.__,,.
~ -
"M'_"__'_"'M_"__~'_"'M'_"_.~'_'''''_'''_.M'.__'''M~''''_...............,,~......,....-"~_.._.._.._,.._,~...."M._..
.1_,._<,.............".__......
4
'l-...M._,.__....,,_._"-"~...."'^.._M___...__.V~~....._.M~....,'^,_,,__,_"'M_,,___._."M'_"~""__W
.._.,-"-_.........M'_,._._~..'t'_'M___..M'.M_",..~-....'.M'-".
STATISTICS
LUMINAIRE SCHEDULE
~
\
\-< J
;? 5. VERIFY THAT THE LIGHT IS DISTRIBUTED EVENLY ALONG THE VERTICAL SURFACE OF THE CANOPY
WITH rHE "WALGREENS" LOGO SCRIPT SIGN. VERIFY THAT MINIMUM GLARE ON THE PARKING LOT AND ! DAlE: 6/30/06
\' ~> INSIDE THE STORE IS ACHIEVED. RE-AIM FACADE ACCENT FIXTURE(S) IF REQUIRED. ~
b. rlc'MTt:N ALL BOLTS. 1 ORA"
~~ iB~
~~_______~_~_~ ~~_:~~~.~~~:~~_-~~J~_~~
Description
Symbol
Avg
Max
Min
MaxIMin
NOTES
Symbol
A vg/Min
Bank Lot Summary
3.3 fc
7.8 fc
1.1 fc
1. Readings shown are based on a total LLF of .72 at grade.
2. Please refer to the "Iuminaire locations" table for mounting heights.
3. Product information can be obtained at www.Lithonia.com or
through your local agency.
4. Due to local restrictions, this analysis does not conform to
current Walgreen's illuminance criteria.
^
7.1:1
3.0:1
~
. lID--
l1I-
)K
Spill light Summary
1.6 fc
13.5 fc
0.0 fc
N/A
N/A
+
Walgreens Lot Summary
4.6fc
13.5 fc
1.5 fc
9.0:1
3.1:1
D
,
AI
~
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~
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'b.0 "0.0
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lI,
'b.0 'b.0 'b.0 'b.0 ~,:2~;rI~_12~ +1.8 ~
'b.0 'b.0 'b.0 "0.0 24..6 ".8 ".6 ~.4
'b.0 'b.0 "0.0 'b.0
'b.0 'b.0 'b.0
~
fij.
'b.0 'b.0 'b.0 'b.0
'b.0 'b.0 'b.0 'b.0
~ 1 ~ 4-:rs.4 ~.3
'b.0 'b.0 'b.0 'b.0
I
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4.4 '5.1 '5.1 \.7 ~'1t8 ~ 1.2 ".1.4
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'b.0 'b.0
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'b.0 'b.0 'b.0 'b.0 I
LUMINAIRE LOCATIONS
tJ.O tJ.O
'b.0 "0.0
Label
x
No.
~.9 ~.O ~.2 ~.3 ~.3 ~.4 ~.9 . 3.7 *3.5 *3.3 ~.9
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'b.0 'b.0
~ .6 ~ .8
"0.0 'b.0 'b.0
1
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69.5
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~.9 r.8 ~.1 ~.6 ~ }.8 ~.3
~.6..7 '1~
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2
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'b.0 'b.0 'b.0 "0.1 . ---
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71.0
'b.0 'b.o tJ.O "'0.2
5
BANK
4564 SF
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9
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A
-48.7
10
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--
109.1
11
B
20.4
12
C
18.9
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1., ~. 7.8 ~.7
~.5 15.7 '7.1 "6.4 15.5
13
A
97.0
'3.0 '2.5 '2.3 '2.2 ~'3.5
'b.0 'b.0
A
14
~.7 '3.8 ~.7 ~.6
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'b.0 'b.0 "'0.1 "0.2 "0.4 "0.7
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~
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t-f
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ca.O '.5 ca.7 }~ lJiZi.
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CD ~~!;>METRICS PLAN. v.v b.a ~.~ ~.c ~.g t.g -'Ul----~
.----. --.-.---~--- __w"______,,,_ ________~____~t-___.~_____,____ ._'" __._______... __.______ ._-.._.~___.__________.___..__.l___.__.._.____.___..__._____.___..____.___._~ ~__..___
'b.0
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Label
Qty Catalog Number
Z-1
6
KSF2 400M R4SC
Z1-WM
3
KSF2 400M R4W
A
3
KSF2 400M R4SC
B
1
KSF2 400M R4W
C
1
KSF2 400M R4SC
Location
Y
Z
MH
-71.3
25.0
25.0
-51.7
25.0
25.0
71.9
25.0
25.0
-68.3
25.0
25.0
132.3
15.0
15.0
105.1
15.0
15.0
41.9
15.0
15.0
181.0
25.0
25.0
184.4
25.0
25.0
227.9
25.0
25.0
249.4
25.0
25.0
378.7
25.0
25.0
376.2
25.0
25.0
299.5
25.0
25.0
a
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Description
File
Lumens LLF
Lamp
AREA LIGHT WITH TYPE
4, CUTOFF REFLECTOR,
FLAT GLASS LENS.
ONE 400-WATT CLEAR
ED-28 METAL HALIDE,
HORIZONTAL POSITION.
93041301.1ES
32000
0.72
ARM MOUNTED
PREMIUM CUTOFF
W/R4W REFL, CLEAR
GLASS FLAT LENS.
L:::::A Aralln.
Q A..aal.... L.d.
ARCHITECTS PLANNERS
MS 400/HOR
Ltl8509.1ES
38000
0.72
AREA LIGHT WITH TYPE
4, CUTOFF REFLECTOR,
FLAT GLASS LENS.
ONE 400-WATT CLEAR
ED-28 METAL HALIDE,
HORIZONTAL POSITION.
0.72
3025 Highland Parkway,
Downers Grove, IL.
Suite 140
60515
93041301.1ES
32000
ARM MOUNTED
PREMIUM CUTOFF
W/R4W REFL, CLEAR
GLASS FLAT LENS.
ONE 400-WATT CLEAR
ED-28 METAL HALIDE,
HORIZONTAL POSITION.
0.72
THOMAS FOX PROPERTIES
Lt18509.IES
32000
AREA LIGHT WITH TYPE
4, CUTOFF REFLECTOR,
FLAT GLASS LENS.
ONE 400-WATT CLEAR
ED-28 METAL HALIDE,
HORIZONTAL POSITION.
93041301.1ES
32000
0.72
POLE CAP, FURNISED AND
INSTALLED BY ELECTRICAL
CONTRACTOR.
~
..~
Orientation
Tilt
-90.0
0.0
217.8
~ SHOEBOX FIXTURE YnTI1
DARK BRONZE FINISH.
0.0
180.0
0.0
-90.0
0.0
0.0
0.0
-90.0
0.0
W
....J
co
~
o
~
9
....J
o
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............
:z
<C
....J
Cl.
(J')
<..>
~
w
~
~
o
::J:
Cl.
W
W
(J')
/'
/'
-90.0
0.0
~
SQUARE STRAIGHT STEEL POLE
FINISHED DARK BRONZE POWDER
COATED. SEE DRAWlNG E4.1,
LUMINAIRE SCHEDULE AND POLE
SPECIFICATION FOR POLE SELECTION.
165.7
0.0
70.5
0.0
90.0
0.0
0.0
0.0
90.0
0.0
214.0
0.0
-52.9
0.0
ACCESS HOLE WITH COVER &
GROUND LUG BEHIND COVER.
FOUR (4) ANCHOR BOLTS
SUPPLIED WITH POLES.
BASE COVER.
CROWN TOP OF CONCRRETE
BASE TO SHED WATER.
~
o
I
N
. ~ REINFORCING STEEL
~ f,; / / FINISH GRADE
. ........ ,'.y.... "" 0;... II * ~~'..;. . - ,~. '.. . ;', "..~.-... .
.' '.".. , ... . ~ - .. ., .f....; ~ .' · . ..
I '
I I = INSTALL CONDUIT
./- - U - -+. i ~ BELOW FROST LINE
: II : N / (MIN. 30")
r-~+- = =:::J
L---l ~
CONC. BASE POURED IN PLACE I I ~
BY ELECTRICAL CONTRACTOR I CONDUIT AND WIRING
(FREE OF FORM MARKS). \ f - -- -1 TO OTI1ER FIXTURES.
~ - - - -t . REINFORCING STEEL
o t=__l
I I
I I
CONST.
=
o
I
Co
DESCRIPTION
~~SlONS
Ca\ uFlCAlION AND SEAL
NO.
DAlE
BY
2' _0"
-
S=C-O\J
/#3 TIES-12" D.C.
S #5 VERTICAL
2'-0"
I Hc.nccrt CERTFY 1HAT
1HIS PLAN AND SPEaFl-
CA1IGN WAS PREPARED.IY
ME at &taR MY I'&CT
SUPEfMSION AND 1HAT I
". A DULY REfblc.N:.U
ARCH1ECT CR ENCINc.c.r<
UNDER 1HE LAWS CF 1ME
STAlE CF ftWtna
AS SlGNIFlm BY MY HAND
AND SEAL
I'
=
...-IN
N
UGHTING POST
o ~~,?~~D ELEVATION
.PLAN - A
FACADE ACCENT FIXTURE AIMING PROCEDURE
1. AIMING MUST BE PERFORMED A MINIMUM OF 1 HOUR AFTER SUNSET AND 20 MINUTES AFTER
FI XTURE IS ENERGIZED.
2. LOOSEN 3 BOLTS ON THE SLlPFITTER JUST TO ALLOW LEFT/RIGHT ROTATION.
3. LOOSEN LARGE KNUCKLE BOLT TO ALLOW UP /DOWN ROTATION.
4. ROTATE THE FIXTURE LEFT fRIGHT AND THEN UP /DOWN TO ACHIEVE AN EVEN LIGHT DISTRIBUTION ON
THE "WALGREENS" LOGO SCRIPT SIGN. REPEAT IHE ABOVE PROCEDURE WITH THE FACADE ACCENT
FIYTIIRE ON OTHER POLE.
~. NAME
WALGRCJ:.HS DRUG STORE
N.W.C OF PION~ PARKWAY c!c Q STRc.t.1
SPRINGFIELD. OREGON
STORE NO. 10812
ORA.NO ll11.E
SITE PHOTOMETRICS PLAN
TWR
PRO.ECT NO.
2627 .
SCALE:
ORA.NO NO.
~1
<i I
.... I:ILxJJ TO
CONS1RUC11ON
ALL GRAPHICALLY OUTLINED SIGNS
(NOT DARKENED) ARE USED AT
WALGREENS DISCRETION
~;~
, .. . (
;, ... m- ,
~ ' #
EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT
STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE
BONE WHITE), OVER 12" CMU FILLED WITH
POLYURETHANE FOAM INSULATION IN REINFORCED
CONCRETE FRAME.
SPLIT-FACE BLOCK.
ROOF TILE.
EXTERIOR ELEVATIONS KEYED NOTES
~'~."'.....!.~
~~ ~i-lfJ333j3~
l. 1 r
11' -0"
,-----, ~
I I -' @)
I -r ----
L_____--'
DESCRIPTION
.
b~1'
.. 1 .-.,
.... .
. ~
<0
A l~O'~~~
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~J r0
\. (oil ~ ", ,
~,,~ t /
:~~: PHARMACY_t '
.~-~! '
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'W.' " .I'
o
EQ
6'-2"
7'-9" EQ EQ
. · ~'. t ~
r0
~OT30 @r\
~::. 1....-....--
12 ~"/ 1--...............
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6~K::::: ::.t:t,:::::::
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~ --
T I'
EQ
#t
~~ EQ
,
,
.
[I
I
':0
1
Co
. 'If
CO'
....-
.
I
~~
I
HlRi
@
@
.0' PREFINISHED SHEET METAL COPING, GUTTERS,
AND DOWNSPOUTS. COLOR TO MATCH UNA-CLAD
" ALMOND".
:~ SCORED ACCEN~
~ RED "WALGREENS" SCRIPT SIGN. INTERNALLY
\!../ ILLUMINATED. SEE SHEET A5.2.
f7\ INDIVIDUAL LE IIt:.R SIGN. ALIGN BOTTOM OF SIGN W/
\:..../ BOTTOM OF "W" OF WALGREENS SCRIPT SIGN.
SEE DETAIL ON SHEET A5.2. NOTE: FOR BUILDING
WIDTHS OF 105' -0", USE 16" HIGH INDIVIDUAL LE 1 I t:.RS
. (,................... @ ROOF LINE.
<~ ~,~...... ................ .0 TOTE ROOF.
\\ \\....................c @>....~~DIVIDUAl lETTER SIGN. SEE SHEET A5.2.
\ \ '1l;\ W"Abl.-MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS.
\ \ ~'....AT TRASH COMPACTOR CONDITION, WHERE THERE IS
\ \ ~".sECON()....SEP ARA TE ENCLOSURE, PROVIDE A
\\\\-'! ~;~yitt:~~~>AND TOTE ENCLOSURES.
\, @,,'SEE Di I AILS QN.vCS.2.
'@ PI~~,'BOLLARD. SEE DETAIL.
J.ji\ FLE~IBLE DELINEATION POST. FASTEN TO CONCRETE
~, WITH" BOLTS.
/.f6\ \~INDGW SIGN.
~, >
@7 1{8:~''THICK BENT STEEL PLATE (TO PROTECT
DOWNSPOUT) BOLTED TO MASONRY. COPE AROUND
BULLNOSE. SEE DETAIL 10/ A2.2.
@ "CLEARANCE" SIGN. SEE DETAIL ON SHEET A5.2
@9WALGREENSNEONGRAPHICBEYOND.SEEDETAIL
ON SHEET A5.2.
@ 2'-4" X 1'-4" COLUMN
121' BACKS OF PARAPETS MUST BE FLASHED,
'C.Y DECK TO PARAPET CAP.
@ EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT
STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE
BONE WHITE), OVER SHEATHING.
@ WALL HYDRANT (TYP.)
@ CANOPY DASHED IN FOR CLARITY.
@ ...s...CB.leE.....BULL~LTO HOLD JlGJ;1J TO BUILDING.
I~-" FLASHlNG- AND COUNTE~-FLASi.UN~~-"""'-""'" -".-". ,
l@ FACTORY MADE PREFINISHED METAL GABLE END VENT-)
~. TO MA TCH ADJACENT COLOR.
A @ CONTROL JOINT W/SACKER ROD AND SEALANT - ~
COLOR TO ~A19H.-AD~AC..ENTA.Ma..TEflJ.AL!. ., ~
-----....--- - -- - -
EXTERIOR MATERIALS
CRITERIA REQUIREMENTS
::-
':0
I
(,)
(oil
~
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~
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[
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O "INDICA TE // ./' : --r ~
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"'" "'" ~LL GRAPHICALLY OUTLINED SIGNS
", > (NOT DARKENED) ARE USED AT
", ,,' . WALGREENS DISCRETION
'* EQ \t ',,'
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IF PRqJECT ELEVATIONS DIFFER FROM THE CRITERIA
EXTERIOR ELEVATIONS, A COLOR RENDERING AND
MATERIAL SAMPLE BOARD MUST BE SUBMITTED TO
WALGREENS FOR WRITTEN APPROVAL. PRIOR TO
~UB,MISSION FOR MUNICIPAL APPROVAL
" \
( \
1/8" = 1'-0"
WOOD.OR STEEL STUDS ARE UNACCEPTABLE
EXTER;OR CONSTRUCTION MATERIALS FOR
WALLS OR ROOFS. ALL BUILDINGS TO BE
CEMENT PLASTER OR SYNTHETIC STUCCO ON ALL
FOUR SIDES WITH CONCRETe: BLOCK BACKUP.
ANY DEVIATION FROM THIS MUST BE APPROVED
IN WRITING BY WALGREEN'S PROJECT
ARCHITECT.
7.......
, '..
8'-0" 26' -8Ji" " ",
f' ~ J' 4 ,/';>
~~ -. . ~ ALL GRAPHICALLY OUTLINED SIGNS ,,," ...//
" I ' (NOT DARKENEO) ARE USED AT A2.2 / ;pf'~.~
21 I ii' 6 WALGREENS DISCRETION 1 ,/"/"~"~ 6 \
/ / / ", . '" '\'1., . .,:.\1 '
',,' " E:! ", I
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I - 1 I II I I , I I I E' L'EV' A'@-lT"IO/N" , 1 I I I I I I , I I , I I I I I I , I I I 'i:. .'j}!fJ' 26' '.:" · \ ' I ' , , ~ '_ ~~_. ',~'. _'~ I , , , , " ; '/""
O ~~~~~A~ w) EX TE RIO R ,.............-.................. / '"", ".., <, '""
1 /S" = 1'-0" ,,' ", j.. STEP-DOWN....\ '", ",
,," ,"'---"', '", I L ./ I BULL NOSE OR, ,/" " "'..
,," ,/ '" \ - ;/ WAINSCOT " "" '" CART RA~r',MOULDING
"", "", '1 \ \ '/ . . W IE.F. BA VIS ^ ',', , ./ \
""", ,:""',,,,)1 \\..... '-.1 -.... ~_ UNIT , , ,"f>.. , - /-:;\3 ' ,
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''1.'''1. "'" ,,/ BUt1.:NOSE@DRIVE-""" ""'" "-0~~' >)( "", """
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PROVIDE ROOF SCUPPERS "" ''I." ,,," ,,,' ....i.t::lRU 'wtN.OOW ALL GRAPHICALLY OUTLINED SIGNS """ . "", _ // ~X '~. ~,-A '), /'<=./""1' "
AND OVERFLOW ""', '., ,," ................ ........,.... (NOT DARKENED) ARE USED AT . /1
SCUPPERS AT INTERVALS '" ," ........:> WALGREENS DISCRETION I ~ . "'.., 'I.", ~'. 'I.,... ,'1.&.
AS REQUIRED BY '" < ..'........ ,,' RELOCATION-OF UGHT FIXTURE IS ~ ~~................ "" "" '/ /./ 1'/ "', /',' fi2
SPECIFIC PROJECT /---------~'", ""'" ""'" V ~~~~~~ c:,:II~;~rro~~J~ OF . , I i - <, _", I? -----------____________ """" """'" %~' V CD ~
~ ~ r@ ~ ~ ~,/) r@ """'" ""'\ (WI E.F. BAVlS UNIT) E"'1!::T RXTURE WI ELE~:'~ , Jt,r ~Q ", '<:----- ------ :~" , ". /' ~ / (- <t
I
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:~~ ~ ~F~~:;: :;:<:;: ':~ :' ---- , ------------------- (:;:;1-------+--\-.:..-------------;- -----'..:.,,::--------------;::.. ~ 0 ~b ~L[~.~j_ r :; ~~~ =_-::_:::-_---i """"" ""'" 0------/DET AIL
.... ......... ..... ............ . .... . ... r,:- .......... , , " " .- ~ . ~ ~VI.... " 6
............. .......L..........~.~J.-........ \ \ " " ",,;. "'" ~2 "" "", 3/4" = 1'-0"
...... ......... .... ..... r \ \ <' ') .
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d 'b~ leXO~ 11 \" ", } : ~1 / ,............. ............., '" ",~,
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w ~ - ~ """ ~ ,/,' ! ( '", -"" ~ "'v'" \..Y BLOCK WAINSCOT FILLED
01- EQUAL . ~iG':J' EquAL , 1.i2~ --.--.. _ '>(' ---. ___ _----~ / . i', "\ WITH POLYURETHANE FOAM
f4\- ~ " ,,,,,,-, ~ -- -'~ \ \ - - "" \ INSULATION IN REINFORCED
\2.1 \.. - /- ""'~_ "- // r'~ (TYP.) ~,----- ",. \ ~ .....1-- ',28 \ CONCRETE FRAME - SPLIT
~~ ....;1.. ........ .......... . , i."iI.. \ <::-.-- ---.J:::\-- \ -il''''' /' t FACE BLOCK TO MATCH TSE
, . .P ' / ~., ~ ~ ..----...... · 13 ,...... ...J ~ """. , '"", "". ' : TAN TARMAC AMERICA, INC.
., w t:r ' - .- ) -- . I If A ,_11:.. =_ SARASOTA, FL,
~ ~ . . 1 1 , 1 , , t . , 1 , 1 , 1 1 I'" I '\. : C .. ~ 1 , .- .. : ..... I I I I I I 1 I I I I I" , , 1 ____ ~
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I 1 I I I I I I , I 1 I , I 1 I' ,[ . I I I I I I I I I 1 1 , I 1/, I ____
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\.. ~ \ ~ J:::).. J \.. J:::\ J;;;}.J ~ ~ -"" "- ~"R~" " , r:\ PRECAST CONCRETE EXTRUSION
28 ~ ~ ~ DOORBELL @ 4'-0" A.F.F. \!.V ~ 9 28 . . .~ "',," 0 OR MASONRY BULLNOSE TRANSITION
8 'INDICATE EXTERIOR ELEVATION ADJACENT TO ROLL-UP I FOUNDATIONS SHALL NOT '.......... ............~ BLOCK.
L _ 'I,S,E, OR W) RECEIVING DOOR. A2.2 BE EXPOSED. ..-----..
1/S" = 1'-0" SOUTHERN GLASS TOWER
" \
\ \ SIGN CODE SUMMARY
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PERMI~ OFt\ICIAL:
",,............... ',\,
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<...... ..... .............. \ \ PHONE
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.........,'.... ........"-~"
......ae:S"CRIBE IN wRll I t.N FORMAT, ALLOWANCES FOR ALL
SIGN'"A'GE...INCLUDiN~ FREESTANDING GROUND SIGN AGE.
LIST ANY"RE~TRICt1QNS TO ALLOWABLE SIGN AREA OR
PLACEMENT .,)"REVlEW" DEVIATIONS WITH WALGREENS: -
TO BE COMPLE'li:D BY 'QEVELOPER OR ARCHITECT OF
RECORD. "'" ',,)
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NAME
@ EIFS ACRYLIC FINISH COAT ON
. PORTLAND CEMENT STUCCO BASE.
f4\ COMPRESSIBLE FILLER.
\:../ CUT BACK AND PROVIDE
SEALANT AT BUILDING JOINT.
~
0210-c0705
WaLgh.~~
FACiliTIES PLANNING, DESIGN, & ENGINEERING
106 WILMOT ROAD
DEERFIELD, IL 60015-5105
~
~
NOTE:
THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY. IT
IS MEANT FOR REFERENCE ONLY. ANY OTHER USE OR
REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT
AUTHORIZATION FROM THE WALGREEN COMPANY.
P ~OJ =CT TY:> =
TURNKEY PROJECT:
WALGREENS' DRAWINGS AND SPECIFICATIONS ARE INTENDED
TO SHOW ONLY WALGREENS' CRITERIA REQUIREMENTS, ALL
ARCHITECTURAL. STRUCTURAL, MECHANICAL, AND ELECTRICAL
ENGINEERING SHALL FOLLOW THIS CRITERIA, AND BE PROVIDED
BY LANDLORD'S ARCHITECT AND ENGINEERS. ALL
CONSTRUCTION WORK BY LANDLORDS' CONTRACTOR UNLESS
NOTED OTHERWISE.
SIGN AREA SUMMARY
ELEV A TI ON #1 (INDICATE N,S,E. OR W)
'30' -7 1 /2" WALGREE:NS SCRIPT SIGN SO.32 S.F \
l1 R" PHOTO INnlVlntJ AL IE' I .1.... ~ - ...... ...... ....... .......11.6 5...F:J
18" 2.4 HR lNDIVIDUAC -LETTER' - -- '9:3 "S.F".
18" PHARMACY INDIVIDUAL LETTER~19.2 S.F.
120 42 S.E
ELEV A,.I.Q~, #2 (INDICATE N.S.E, OR W) .. . ... ... A
'3D' -7 1 /2" WALGREENS SCRIPT SIGN '80.,32 ~"F;\
l1R" PHOTO INDI\llDUAL LE'u..:.R.-. :;.. .-. ...... -.11.'6"' 'Sj.'J
1E" 24 HR INLJIVIDUAC Lt:. I 1 t:.K - - -- - 9....) ~.F:
18" PHARMACY INDIVIDUAL LETTER 19.2 S.F.
10" DRIVE THRU PHARMACY INDIVlD. LE 1 1 t:.R 12.6 S.F_
Q..3~0~ S.~
ELEVATION #3(INDICATE N,S,~, OR W) - -7A
26' -8 1/2" WALGREENS SCRIPT SIGN ~
ELEVA TION #4(1NDICATE N,S,E, OR W)
26' -a 1 /2" WALGREENS SCRIPT SIGN (21.14 S.F.~
10n EXIT INDIVIDUAL LETTER I ~.1 S.F.
/ A\~4 S.D
TOTAL BUILDING SIGN AGE ~
Silt:. SIGN AREA
ONE PYLON SIGN. -. .- - - -.-.
..-. -~~....~~,..~
UPPER CABINET ",-""",,. 1 X 88.5 = 88.5 S.~. ~
LOWER CABINE~8" X 10'-11") 1 X 40.03 = 40.03 S.F. t
. It \oJ -= ..... ..... ..A. .-. ...... -""" ~
TOTAL SITE SIGNAGE -- - - -- 128.88 S.F.}
IA\ --......._~
4 .~O~O....S.~
TOTAL SIGNAGE AREA
SIGN ZONING VARIANCES
ALL DEVELOPMENT VARIANCES, INCLUDING BUILDING
SIGNS AND PYLON/MONUMENT SIGNS ARE THE
RESPONSIBILITY OF THE DEVELOPER AND HIS
ARCHITECT. IF THE DEVELOPER AND HIS ARCHITECT
WISH TO HIRE A SIGN CONSULTANT, AT THEIR
EXPENSE, TO ASSIST IN THE APPROVAL PROCESS.
PLEASE CONTACT THE WALGREENS PROJECT
ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS.
A SIGN CODE ANALYSIS WITH PRELIMINARY
ELEVATIONS AND PROPOSED SIGN AGE IS TO BE
PROVIDED TO THE WALGREENS PROJECT ARCHITECT
FOR APPROVAL PRIOR TO ZONING SUBMISSION. THIS
ANALYSIS IS TO BE PROVIDED AS SOON AS POSSIBLE
AND PRIOR TO LEASE EXECUTION.
A JULY 2005
NO.. DATE
REV. FROM ASCAl 2005
DESCRIPTION
BY
CONST
REVISIONS
CERTIFICATION AND SEAL
I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF XXXXXXXX AS
SIGNIFIED BY MY HAND AND
SEAL.
THESE COPYRIGHTED
DRAWINGS ARE TO BE USED AS
REFERENCE ONLY. IT IS THE
RESPONSIBILITY OF THE
LICENSED PROFESSIONAL TO
GENERATE PLANS,
ELEVATIONS, SECTIONS, AND
ADDITIONAL DETAILS BASED
ON THE JOB SPECIFIC FIXTURE
PLAN (D1). MISUSE OF THESE
DRAWINGS IN ANY WAY MAY
RESULT IN LEGAL ACTION.
FISCAL 2006 PUBLISHED JULY 2005
PROJECT NAME
WALGREENS STORE
CRITERIA DRAWINGS
114'-0" X 130'-0"
DRAWING TITLE
EXTERIOR ELEVATIONS, DETAILS, SIGN DATA
CADD PLOT:
a21 a-c0705.dWQ
SCALE: AS NOTED
DRAWING NO.
VOID PLOT:
DRAWN BY:
J..S.M.
A2.1A
DATE:
July 2005
SUPERSEDES
PLAN DATED:
REVIEWED BY:
ROYCE
OF
DWGS.
COPYRIGHT@ 2005 PENDING