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Project Number:
Plan Series: JRWA Proj.
662
Property Number:
Sheet Title:
SITE PLAN -
OVERALL
SD101
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NOTES
I 5IK = RACK SEE DETAIL AISP202
�2 DUMP5TER ENCLOSURE SEE DETAIL A,C 4 E/5D203
REPLACE ASPHALT IN LOCATION 5HOA AS PER CITY OF 5PRIN6FIELD
STANDARDS
O PAVEMENT MARKIN65 TO SE 4" AIDE AND 2'-O" O/C
0 ASPHALT PAVING SEE DETAIL A/503
Q LIGHT POLE - SEE ELECT.
ACCE5915LE PARKiN6 SEE DETAIL 5/SD2O2
Q 5OLLARD SEE DETAIL C/5D202
PAINT DIRECTIONAL ARROA5 AHITE
(2) COATS
10 EXPANSION AND CONTROL JOINT5 SEE DETAIL .1/517201
TYP.
10, MONUMENT SIGN SEE DETAIL BVF103.
12 LIGHT POLES SEE DETAIL E 4 F/517502.
13 BOLLARD SEE DETAIL M/A5.5
15 COVERED TRASH ENCLOSURE Condition 8
ih CANOPY AT SOUTH LOADING DOCK - SEE SECTION Condition 9
D/A301
@1 LONG-TERM BIKE PARKIN& SPACE - COVERED Condition 21
6ENE SAL MOTES
BUILDINf7 USE
BUILDING SOFT.
PARKIN& REOUIREMENTS:
AAiREHOU5E COMMERCIAL 5ALE5
11,042 SOFT
I FOR EACH 600 SOFT GR055
FLOOR AREA REWIRED = 11 REQUIRED
33 PROVIDED INCLUDING 2 ACCESSIBLE
LOT CONDITIONS: LOT 51ZE = 121,532.64 SOFT (2.'11 ACRES)
BUILDING COVERA6E = 1%
LANDSCAPE AREA = 42.5%
CONC/ASPHALT = 48.'195
SITE PLAN - L.A1rOUT
SCALEt V = 20'-0"
NORM
FINAL SITEE PLAN
JAN 2 6 20%
olanner
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Plan Series: JRWA Proj.
662
Property Number:
Sheet Title:
SITE PLAN -
LAYOUT
Exhibit A
Final Site Plan
Sheet:
■ E
SEE VARIES
NOTE 2 (SEE NOTE 1)
FINISH 1% MINIMUM
GRADE 2% MAXIMUM
iIliiil 1 Iiiil 1i ° d
r PAVING
' ASPHPT ^""'"'^
SEE A
AGGR'.
BASE
SL LE: N. € .S.
3/4" RADIUS —
TOOLED EDGE
SEE NOTE 2 —
FINISH GRADE
0
klyi I kill
D Mn
r:NL-rr%
SUBGRADE
114" LIP
ASPHALT OR
CONCRETE PAVING
pi
SURFACES '; I I 1=1 11=1 I I� I I=1 I I� I!=1 I I� i 1=1 11=11 I 11� 11=11 I� 1 1=1 i I� 11=1 11=1 I E'
ARE TO BE I =I III III! I Ihiii f I 1 I (_) ! 1=i 11=1 I i=i 11= (_) 11=I 11=I I I, (I I I L I I iE I I PREPARED SUBGRADE
FORMED
(TYPICAL) 4" MIN. AGGREGATE BASE CONCRETE CURB
4"MIN.
AGGREGATE BASE AND GUTTER
FOR USE WHERE WATER DRAINS TOWARD CURB
SIDEWALK DETAIL CURB AND GUTTER - IN FLOW
S -C L'Ei: N.T.S. F ...
CONCRETE SLAB ON GRADE, SEE PLAN EXPANSION JOINT MATERIAL
RAMP SIDEWALK
a ° a IF APPLICABLE 1 VERTICAL TO
20 HORIZONTAL
^- — EXPANSION
AGGREGATE BASE 3/4" RADIUS JOINT
TYPICAL EXPANSION JOINT --__
� --- --_ SIDEWALK
(SIDEWALK, CURB AND GUTTER, MOWSTRIP, APRON, FLAT --_
DRAINAGE STRUCTURES AND MECHANICAL ENCLOSURES)
SEE PLAN
CONCRETE SLAB ON FOR SPACING
1 11� 11=III=
GRADE, SEE PLAN SAW -CUT CONTROL JOINT
N WITHIN FIRST 12 HOURS
OF SLAB POUR
�—I I ll-
• �-i 1-1Tf��f 1� I I�.I�
t GUTTER LIP
AGGREGATE BASE -/
TYPICAL CONTROL JOINT
(SIDEWALK, CURB AND GUTTER, MOWSTRIP, APRON, FLAT
DRAINAGE STRUCTURES AND MECHANICAL ENCLOSURES)
EX A SIGN AND CONTROL JOINT
4" MIN. AGGREGATE BASE
PREPARED SUBGRADE
SECTION
K91c,
SLE::.1-.�:.
+YIV Y . V 1IV(
SIDEWALK OR CURB
Pik � 1
SCALE; N.T.S.
FINISH GRADE PRIOR
TO TILLING 1" HUMUS
FINISH GRADE PRIOR
TO PLACING SOD
1" PRIOR TO SEEDING
2" PRIOR TO PLANTING
OR SODDING
TOP SOIL
ROUGH GRADE PRIOR
TO PLACING TO SOIL
2'-0"
3/4" RADIUS 6" 13/4"
TOOLED EDGE
SEE NOTE 2 3/4" RADIUS
FINISH GRADE
I 11=I I IPI I=1 I I
SITE OBSERVATIONS BY CIVIL ENGINEER
1. SEE SITE PLAN FOR APRON, MOW STRIP AND
THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN HE HAS REACHED
= z=III=III=1 I I
THE CONSTRUCTION STAGE LISTED BELOW AND BEFORE THE WORK TO BE
2. 1" PRIOR TO SEEDING, 2" PRIOR TO SODDING AND 4" IN
OBSERVED IS COVERED UP OR OTHERWISE BECOMES IN -ACCESSIBLE TO
PLANTING AREAS.
ANY NECESSARY CORRECTIONS. SITE OBSERVATIONS SHALL BE DONE BY
PREPARED SUBGRADE
THE ENGINEER OF RECORD OR AN APPROVED LICENSED CIVIL ENGINEER
3. EXPANSION JOINT MATERIAL SHALL BE RECESSED 1/4"
CONCRETE CURB
4" MIN.
AND GUTTER
AGGREGATE BASE
CONSTRUCTION DIMENSIONS AND SPOT ELEVATIONS FOR
FOR USE WHERE WATER DRAINS AWAY FROM CURB
CURB AND GUTTER -OUT
FLOW
BUILDING SLABS, MECHANICAL AND ELECTRICAL EQUIPMENT
CYCLES AND/OR DE-ICER SALTS. USE 3,000 PSI MIN.
SCALE: N:".S.
OTHERWISE EXCEPT USE 4000 PSI AT CONCRETE
Y
EXPANSION JOINT
PAVING,
RAMP SIDEWALK AT
5. CONTRACTOR TO INSTALL EXPANSION AND CONTROL
1V: 20H (5.00%) MAX. TO
JOINTS AS REQUIRED PER THE SPECIFICATIONS.
MATCH PERPENDICULAR
SIDEWALK
+" "
AREAS OF SUBGRADE.
DEPARTMENT OF TRANSPORTATION STRENGTH AND
DURABILITY REQUIREMENTS. GRANITE AGGREGATES
3. PRIOR TO PLACEMENT OF PAVING, VERIFY ROAD BASE THICKNESS,
ARE PREFERRED BUT HIGH QUALITY LIMESTONE
GRADING, AND COMPACTION TESTING.
AGGREGATES ARE ACCEPTABLE. SEE SPECIFICATION.
4. DURING PLACEMENT OF PAVING, VERIFY THICKNESS,
SIDEWALK
(IF APPLICABLE)
:.: ' . ;:. Y TRANSITION CURB
' TO MATCH SIDEWALK
BASINS.
NJ
w ,.�. •'t:
CURB AND
,.,
GUTTERLLJ
o'
•
ASPHALT OR •'+•`;• ' :;•~
CONCRETE PAVING
•" ' ••;`�..'
PLAN
1" PRIOR TO SEEDING
2" PRIOR TO PLANTING
OR SODDING
FINISH GRADE
MOW STRIP
(SIDEWALK OR CURB
WHERE OCCURS)
WHERE SHRUB PLANTING
OCCURS: 12" OF TOPSOIL
AND 1" OF HUMUS
SCALE: N 3.5. —
WALL LINE
10"
FLOOR LINE
BOND _z
BREAKER
°
4 •.
FOUNDATION — I P I
CONCRETE MOW STRIP
WHERE LAWN
EXTENDS TO WALL
-112" RADIUS
TOOLED EDGE
SEE NOTE 2
FINISH GRADE
PREPARED
SUBGRADE
SLOPE 4%
• 1�STORAGEBUILDING, AND MECHANICAL ENCLOSURES
,CAL='E: ""-r's'
BUILDING WALL LINE
FLOOR LINE
BOND BREAKER CONCRETE
FOUNDATION 1/2" RADIUS
TOOLED EDGES
° � z
SEE NOTE 2
d
• . —III—� I I�I—III—I
• ° .�° ,° ..' I—III—I I f=I I I � �I I I;
III—III—III—I
. • . —III— I I=�1=III =III=I I—I I I—III—III=�
° ISI ,I I 11111 j1 i —I 11= -III=1 i l—III—� i SLOPE 4%
—III=1II—III=III-
• • .III- =1=T-1 I 1=�1(.-
4" MIN. AGGREGATE BASE �—III—III—III—III SITE PLAN}
PREPARED AND
COMPACTED SUBGRADE JAN 2 6 2016
APPOKI Ar) Idrr:KIT Tn Qt III MKIn— manner: -.��
SCALE- N3A
GENERAL NOTES
SITE OBSERVATIONS BY CIVIL ENGINEER
1. SEE SITE PLAN FOR APRON, MOW STRIP AND
THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN HE HAS REACHED
SIDEWALK LOCATIONS AND WIDTHS.
THE CONSTRUCTION STAGE LISTED BELOW AND BEFORE THE WORK TO BE
2. 1" PRIOR TO SEEDING, 2" PRIOR TO SODDING AND 4" IN
OBSERVED IS COVERED UP OR OTHERWISE BECOMES IN -ACCESSIBLE TO
PLANTING AREAS.
ANY NECESSARY CORRECTIONS. SITE OBSERVATIONS SHALL BE DONE BY
THE ENGINEER OF RECORD OR AN APPROVED LICENSED CIVIL ENGINEER
3. EXPANSION JOINT MATERIAL SHALL BE RECESSED 1/4"
AT THE STAGES OF CONSTRUCTION LISTED BELOW.
WHERE SEALANT IS NOT APPLIED, AND 1/2" WHERE
SEALANT IS APPLIED.
1. PRIOR TO PLACEMENT OF CONCRETE, VERIFY THAT THE
•
CONSTRUCTION DIMENSIONS AND SPOT ELEVATIONS FOR
4. EXTERIOR CONCRETE:
LOCATIONS OF FORMS FOR CONCRETE FOOTINGS, STEM WALLS,
USE 4,500 PSI. MIN. IF EXPOSED TO FREEZE -THAW
BUILDING SLABS, MECHANICAL AND ELECTRICAL EQUIPMENT
CYCLES AND/OR DE-ICER SALTS. USE 3,000 PSI MIN.
SLABS, CURBS, GUTTERS, WALKWAYS, AND DRAINAGE SYSTEMS
OTHERWISE EXCEPT USE 4000 PSI AT CONCRETE
ARE CORRECT.
PAVING,
2. PRIOR TO PLACEMENT OF PAVING AGGREGATE BASE, AND
5. CONTRACTOR TO INSTALL EXPANSION AND CONTROL
TOPSOIL, THAT THE ELEVATIONS OF THE ROUGH GRADING ARE
JOINTS AS REQUIRED PER THE SPECIFICATIONS.
CORRECT AND THAT THE WORK CONFORMS TO THE CONTRACT
DOCUMENTS, PERFORM PROOF -ROLL TO DETECT UNSTABLE
6. ALL AGGREGATES SHALL SATISFY ASTM AND
AREAS OF SUBGRADE.
DEPARTMENT OF TRANSPORTATION STRENGTH AND
DURABILITY REQUIREMENTS. GRANITE AGGREGATES
3. PRIOR TO PLACEMENT OF PAVING, VERIFY ROAD BASE THICKNESS,
ARE PREFERRED BUT HIGH QUALITY LIMESTONE
GRADING, AND COMPACTION TESTING.
AGGREGATES ARE ACCEPTABLE. SEE SPECIFICATION.
4. DURING PLACEMENT OF PAVING, VERIFY THICKNESS,
SMOOTHNESS, METHOD, AND COMPACTION TESTING.
7. ALL REINFORCING BARS ARE TO BE EPDXY COATED,
IN CONCRETE CURBS, GUTTERS, SIDEWALKS, PAVING,
BASINS.
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4/11/17 '"_3s
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Project Number:
Plan Series: JRWA Proj.
662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS-
MISC. CONIC
WEL-BSH
PROJECTS
SD201
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Project Number:
Plan Series: JRWA Proj.
662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS-
MISC. CONIC
WEL-BSH
PROJECTS
SD201
11111110 111111;�i s
!
SCALE:
STAINLE
BASE PL
POST IN,'
CONCRE
SEE E/SC
CV
4" AGGRL��,
�,( BID PER DIVISION 05
A- B I CYCLE r /, C i \ DET /` I L INSTALL PER DIVISION 03
171M)II RAC'u_ is _ InA 4MI,
SCALE: N", S,
NOTES:
1. PROVIDE DETECTABLE WARNING PANELS PER ADA REQUIREMENTS AT PUBLIC RIGHT-OF-WAYS (MINIMUM OF 2' DEEP BY THE WIDTH OF RAMP).
2. UNLESS REQUIRED OTHERWISE BY THE AUTHORITY HAVING JURISDICTION, USE A LIGHT BROOM FINISH ON RAMPS AND LANDINGS TO MATCH
THE FINISHES ON THE SIDEWALKS.
3. 5% (MAXIMUM) IN DIRECTION OF TRAVEL. LIMIT CROSS SLOPE ON SIDEWALKS 2%:
4. ALL LANDINGS MUST HAVE 1:48 CROSS SLOPE AND RUNNING SLOPE. LANDING MUST BE AS WIDE AS THE RAMP.
5. CROSS SLOPE ON RAMP MUST BE 1:48 OR LESS.
6. COUNTER SLOPES OF ADJOINING GUTTERS AND PAVING ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%), ALTHOUGH
CODE ALLOWS A 1V/12H (8.33%) SLOPE.
Co NOTE 2
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NOTE 1
TYPE C
LANDING
C
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NOTE 1
T LANDING
CONCRETE
APRON
TYPE A
NOTE 2
CURB MAY BE
SUBSTITUTED
NOTE 2
Foil'
LANDING
C,QFTF NOTE 2
NOTE 2
L,gRiFs ati
NOTE 1 -J
LANDING
LANDING
NOTE 2
NOTE 2
Q: \
0# \
CONCRETE
NOTE1 APRON
TYPE D
i4)
HOW
AT CONTRACTORS OPTION, AREA
UNDER ACCESSIBLE PARKING MAY
BE PLACED AS 5" THICK CONCRETE
OVER 4" AGGREGATE BASE,
4'-0" MINIMUM
CURB RAMP TYPE -
"C" SEE D10502
1V:20H (5% MAX.) 1V:20H (5% MAX.)
DOWN
o DOWN
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SIDEWALK TO BE 114"
HIGHER THAN PAVING
AT JOINT - MAXIMUM
LU 4" WIDE STRIPES AT 4" STRIPE
0 45°ANGLE 2'-0" O.C.CL
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PAINTED EMBLEM ON
ASPHALT PAVING (TYPICAL)
-qo N AT ALL ADA PARKING STALLS
N ER CITY REQUIREMENTS
2% MAX. SLOPE
11'-0" 8`4" 11'-0" VAN
STEEL PER DIVISION 05
ACCESSIBLE PARKING INSTALL PER DIVISION 03
SCALE: N,"Y.S. (,SEE: AhiSi A'I"7.1)
2,-6"
CONCRETE 9" 1'-0" 9"
APRON
LAWN
POLE BASE
rn
LAWN CONTROL JOINT
O
EXPANSION JOINT
7 77
CONCRETE SIDEWALK
APRON ALONG SIDEWALK t
POLE BASE PLAN VIEW
ESCAL-E: N.T,S.
TOP OF WALK —i
SCALE, N T" 8,
POLE, COVER AND 314"
DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE BETWEEN GROUT
AND BASE WITH HINGED BASE MANUFACTURER.
BASE TO HINGE DOWN INTO PARKING LOT.
NON -SHRINK GROUT
V-6" DIAMETER CONCRETE BASE
(4) #5 BARS
- TOP OF SOIL
AGGREGATE BASE
3/4" PVC CONDUIT 24"
BELOW GRADE MINIMUM
UNDISTURBED BASE OR
COMPACTED EARTH
#3 TIES AT 12" O.C.
11
CONCRETE CAP,
SMOOTHED AND
ROUNDED
6" I.D. STANDARD STEEL PIPE
- FILLED WITH CONCRETE
(PAINT COLOR BY OWNER)
EXPANSION JOINT WITH
SEALANT AT CONCRETE PAVING
ASPHALT OR
CONCRETE PAVING
AGGREGATE BASE
#4 x 18" LONG ANCHOR BAR
THROUGH PIPE
CONCRETE PIER. DOME TOP OF PIER
TO PREVENT STANDING WATER.
PREPARED SUBGRADE
AGGREGATE BASE
STEEL PER DIVISION 05
CONCRETE BOLLARD INSTALL PER DIVISION 03
SCALY- 1N.T.S.
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4/14/17 a
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AREA
NOTE 2
2'-0"
+.50
0
1
:NOTE5%
i
MAX.
•
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4/
SINGLE CURB
SIDEWALK
LANDSCAPE AREA
6" CURB AND GUTTER
HOW
AT CONTRACTORS OPTION, AREA
UNDER ACCESSIBLE PARKING MAY
BE PLACED AS 5" THICK CONCRETE
OVER 4" AGGREGATE BASE,
4'-0" MINIMUM
CURB RAMP TYPE -
"C" SEE D10502
1V:20H (5% MAX.) 1V:20H (5% MAX.)
DOWN
o DOWN
r' N
SIDEWALK TO BE 114"
HIGHER THAN PAVING
AT JOINT - MAXIMUM
LU 4" WIDE STRIPES AT 4" STRIPE
0 45°ANGLE 2'-0" O.C.CL
-\
U
PAINTED EMBLEM ON
ASPHALT PAVING (TYPICAL)
-qo N AT ALL ADA PARKING STALLS
N ER CITY REQUIREMENTS
2% MAX. SLOPE
11'-0" 8`4" 11'-0" VAN
STEEL PER DIVISION 05
ACCESSIBLE PARKING INSTALL PER DIVISION 03
SCALE: N,"Y.S. (,SEE: AhiSi A'I"7.1)
2,-6"
CONCRETE 9" 1'-0" 9"
APRON
LAWN
POLE BASE
rn
LAWN CONTROL JOINT
O
EXPANSION JOINT
7 77
CONCRETE SIDEWALK
APRON ALONG SIDEWALK t
POLE BASE PLAN VIEW
ESCAL-E: N.T,S.
TOP OF WALK —i
SCALE, N T" 8,
POLE, COVER AND 314"
DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE BETWEEN GROUT
AND BASE WITH HINGED BASE MANUFACTURER.
BASE TO HINGE DOWN INTO PARKING LOT.
NON -SHRINK GROUT
V-6" DIAMETER CONCRETE BASE
(4) #5 BARS
- TOP OF SOIL
AGGREGATE BASE
3/4" PVC CONDUIT 24"
BELOW GRADE MINIMUM
UNDISTURBED BASE OR
COMPACTED EARTH
#3 TIES AT 12" O.C.
11
CONCRETE CAP,
SMOOTHED AND
ROUNDED
6" I.D. STANDARD STEEL PIPE
- FILLED WITH CONCRETE
(PAINT COLOR BY OWNER)
EXPANSION JOINT WITH
SEALANT AT CONCRETE PAVING
ASPHALT OR
CONCRETE PAVING
AGGREGATE BASE
#4 x 18" LONG ANCHOR BAR
THROUGH PIPE
CONCRETE PIER. DOME TOP OF PIER
TO PREVENT STANDING WATER.
PREPARED SUBGRADE
AGGREGATE BASE
STEEL PER DIVISION 05
CONCRETE BOLLARD INSTALL PER DIVISION 03
SCALY- 1N.T.S.
Architect ! Engineer:
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4/14/17 a
t f l RZIMURG, IDAHO
LIC # 4993
OF
Project Number:
Plan Series: JRWA Proj.
- 662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS -
ACCESSIBLE
DETAILS
SD202
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Project Number:
Plan Series: JRWA Proj.
- 662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS -
ACCESSIBLE
DETAILS
SD202
METAL R(
AND ADHI
MORTAR
#5 HORIZ.
CONTINU{
PRECAST CONCRETE
WALL CAPS. 3/4" SLOPED
CONCRETE CAP
STAINLESS STEEL
METAL FLASHING
#5 BARS AT 16" O.C.
(ALL LAPS TO BE 30")
MOW STRIP
WHERE OCCURS
#5 BARS 'f
CHAIN LINK FABRIC WITH
VISUALPRIVACY /
SECURITY SLATS
TENSION BAND —
AT T-0" O.C. MAX.
I
CONTINUOUS 1 14'x 1"
METAL ANGLE
LOOP CAP AT EACH POST
CENTERLINE OF
LINE POST
1518" DIAMETER
BOTTOM RAIL
TENSION BAND
5/16" X 11/4"
CARRAGE BOLT AT
EACH TENSION BAND
AT 16" O.C. -
#5 HORIZ.1
CONTINUOUS
iit,
o�
MASONRY
LL N N
#5 HORIZ.
00000000000000.
NONE
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DOUBLE CHAIN-LINK GATE
WITH VISION SLATS
_
1CONTINUOUS
AT CONTRACTORS OPTION,
�
�"
!�
EXPANSION JOINTWITH
8 g 8" #5 BAR TOP AND BOTTOM
- OF FOUNDATION WALL
SEALANT
> N
SLOPED CONCRETE
WN
�1
ON AGGREGATE-,
1�
BASE
II I I
6"THICKAGGREGAJ
BASE
MIN
° °
d�••
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FROST DEPTH
CORED HOLE FILLED WITH
CONCRETE. OMIT THE
CHAIN LINK FABRIC WITH
VISUALPRIVACY /
SECURITY SLATS
TENSION BAND —
AT T-0" O.C. MAX.
I
CONTINUOUS 1 14'x 1"
METAL ANGLE
LOOP CAP AT EACH POST
CENTERLINE OF
LINE POST
1518" DIAMETER
BOTTOM RAIL
TENSION BAND
5/16" X 11/4"
CARRAGE BOLT AT
EACH TENSION BAND
AT 16" O.C. -
o�
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°
00000000000000.
NONE
000O0000�
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DOUBLE CHAIN-LINK GATE
WITH VISION SLATS
_
AT CONTRACTORS OPTION,
�
M
(2) #5 BARS
8 g 8" #5 BAR TOP AND BOTTOM
- OF FOUNDATION WALL
THE LINE POST MAY BE
EMBEDDED INTO A 12"
> N
®
CONTINUOUS
®
dh
DIAMETER x T-6" DEEP
II I I
�
FOUNDATION
° °
d�••
o
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FROST DEPTH
CORED HOLE FILLED WITH
CONCRETE. OMIT THE
O
AS REQUIRED
z
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to
DOWNTURNED SLAB.
(MIN. SHOWN) �
Z-0"
=
U 0
MASONRY WALL DUMPSTER
ENCLOSURES
CHAINLINK FENCE
DETAIL
W
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c
co
1518" DIAMETER TOP RAIL
WHEEL -ONE
2" x 2" x 3116" PAINTED PER LEAF
STEEL FRAME TUBE CANE BOLT -ONE a .
° ( aPER LEAF
L — 18" DIAMETER x 36" DEEP .
8 : CONCRETE PIER
MASONRY WALL DUMPSTER GATE
SCf
PIPE SLEEVE
HINGE 3 PER
�— 4" DIAMETER
PIPE STEEL I
c
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SIDE ELEVATION
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Project Number:
Plan Series: iJRWA Proj.
662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS -
DEPRESSED
CURB, FENCE,
& GATE
WEL-BSH
PROJECTS
Sheet:
SD203
(8) ISANTI REDTWIG DOGWOOD —
(10) DWARF NINEBARK
(5) BLACK TUPELO
(3) JUDD VIBURNUM
(5) NORTHWIND SWITCH GRASS
(8) RED SUNSET MAPLE
(8) HELLER HOLLY
(35) OTTO LUYKEN LAUREL
(7) BLUE OAT GRASS
(7) BLUE OAT GRASS
CONCRETE MOW STRIP (TYP).
(7) BLUE OAT GRASS
(13) SHENANDOAH SWITCH GRASS
(4) PINK BEAUTY VIBURNUM
STREET TREES:
(2) SHANTUNG MAPLE
(10) DAVID VIBURNUM
I Common Nam
ISize
39 PRIVATE ACCESS
!
i
. AND UTILITY EASEMENT
Plant 12" o.c.
1412 Juncus patens Spreading Rush 4" pot
TREES
O ►x
U
3 Acer griseum
(25) PRIVET HONEYSUCKLE
2" cal.
Matched, evenly branched
8 Acer rubrum 'Red Sunset
c3 �J
(1) GREEN MOUNTAIN SUGAR
■
0
Green Mountain Sugar Maple
2" cal.
MAPLE
7 Acer truncatum
Shatung Maple
4
Matched, evenly branched
(3) HELLER HOLLY
Dura -Heat River Birch
2" cal.
Matched, evenly branched
(3) KOREAN SPICE VIBURNUM,
j.
1
(7) BLUE OAT GRASS
2" cal.
Matched, evenly branched
J
1
(45) CREEPING MAHONIA
jj
Matched, evenly branched
SHRUBS
17 Cornus sericea'lsanti'
Isanti Redtwig Dogwood
5 gal.
26 Cornus sericea'Kelseyi'
Kelsey Redtwig Dogwood
5 gal.
10 Cornus stolinifera'Arctic Fire'
Arctic Fire Dogwood
5 gal.
10 Deutzia gracilis
Slender Deutaa
5 gal.
17 Euonym us alatus 'Com pact
Compact Winged Euonym us
5 gal.
15 Fothergilla gardenii
Dwarf Fothergilla
5 gal.
20 Ilexcrenata'Helleri'
Heller Holly
5 gai.
28 Lonicera pileata
Privet Honeysuckle
5 gal.
Q)
Compact Oregon Grape
"
-'
Dwarf Ninebark
a gal.
51 Prunus laurocerasus'Otto Luyken'
i
5 gal.
23 Ribes alpinum 'Green Mound'
Green Mound Currant
5 gal.
24 Rosa'Knockout'
Knockout Rose
4
44 Spiraea bum aIda 'Anthony Waterer'
Anthony Waterer Spirea
5 gal.
14 Syringa petula'Miss Kim'
Miss Kim Lilac
5 gal.
3 Viburnum carlesii
Korean Spice Viburnum
5 gal.
65 Viburnum davidii
David Viburnum
(7) BLUE OAT GRASS
(7) BLUE OAT GRASS
CONCRETE MOW STRIP (TYP).
(7) BLUE OAT GRASS
(13) SHENANDOAH SWITCH GRASS
(4) PINK BEAUTY VIBURNUM
STREET TREES:
(2) SHANTUNG MAPLE
(10) DAVID VIBURNUM
I Common Nam
ISize
Comments
i
2361 Deschampsia cespitosa Tufted Hair Grass 4" pot
Plant 12" o.c.
1412 Juncus patens Spreading Rush 4" pot
TREES
O ►x
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3 Acer griseum
•
Q
2" cal.
Matched, evenly branched
8 Acer rubrum 'Red Sunset
c3 �J
2" cal.
■
0
Green Mountain Sugar Maple
2" cal.
Matched, evenly branched
7 Acer truncatum
Shatung Maple
4
Matched, evenly branched
3 Betula nigra'BNMTF'
Dura -Heat River Birch
2" cal.
Matched, evenly branched
5 Nyssa sylvatica
Black Tupelo
2" cal.
Matched, evenly branched
4 Zelkova serrata'Green Vase'
Green Vase Zelkova
jj
Matched, evenly branched
SHRUBS
17 Cornus sericea'lsanti'
Isanti Redtwig Dogwood
5 gal.
26 Cornus sericea'Kelseyi'
Kelsey Redtwig Dogwood
5 gal.
10 Cornus stolinifera'Arctic Fire'
Arctic Fire Dogwood
5 gal.
10 Deutzia gracilis
Slender Deutaa
5 gal.
17 Euonym us alatus 'Com pact
Compact Winged Euonym us
5 gal.
15 Fothergilla gardenii
Dwarf Fothergilla
5 gal.
20 Ilexcrenata'Helleri'
Heller Holly
5 gai.
28 Lonicera pileata
Privet Honeysuckle
5 gal.
Q)
Compact Oregon Grape
"
-'
Dwarf Ninebark
a gal.
51 Prunus laurocerasus'Otto Luyken'
i
5 gal.
23 Ribes alpinum 'Green Mound'
Green Mound Currant
5 gal.
24 Rosa'Knockout'
Knockout Rose
4
44 Spiraea bum aIda 'Anthony Waterer'
Anthony Waterer Spirea
5 gal.
14 Syringa petula'Miss Kim'
Miss Kim Lilac
5 gal.
3 Viburnum carlesii
Korean Spice Viburnum
5 gal.
65 Viburnum davidii
David Viburnum
5 gal.
14 Viburnum judii
Judd Viburnum
5 gal.
14 Viburnum plicatum var. Tomentosum 'Pink Beauty
Pink Beauty Viburnum
5 gal.
PERENNIALS
tz
.=
(3) OTTO LUYKEN `
Walker's Low Catmint
1 gal.
LAUREL
GRASSES
(5) KELSEY REDTWIG
"
'DOGWOOD"
Variegated Japanese Sedge
1 gal.
2361 Deschampsia cespitosa
f ;
plug
Plant 12" o.c.
61 Helictotrichon sempervirens
Blue Oat Grass
1 gal.
(10) SLENDER DEUTZIA
I
Spreading Rush
plug
Plant 12" o.c.
5 Panicum virgatum 'Northwind'
(1) PAPERBARK MAPLE
1 gal.
47 Panicum virgatum 'Shenandoah'
Shenandoah Switch Grass
(4) BLUE OAT GRASS
8 Pennisetum alopecuroides'Hameln'
Hameln Fountain Grass
1 gal.
(30) VARIEGATED JAPANESE
SEDGE
GROUNDCOVER
` -
(6) DAVID VIBURNUM.
Kinnikinnick
4" pot
Plant 18" o.c.
20 Lidope spicata
(1) GREEN MOUNTAIN SUGAR:
1 gal.
45 Mahonia repens
MAPLE
3 gal.
(5) WALKER S LOW CATMINT-
'—t'- W
' r
NOTOR
: PRfTVIDE WIDE Zll
MATRIAL ALONCP LENGTH DF
(1) GREEN MOUNTAIN SUGAR
MAPLE
(5) WALKER S LOW CATMINT
F
(8) KNOCKOUT ROSE
r,.
�4
i.
CONCRETE MOW STRIP (TYP'
<; (12) GREEN MOUND CURRANT
(19) DAVID VIBURNUM .,'
*
(4) VILLAGE GREEN ZELKOVA
(20) BLUE OAT GRASS
0-1
(6) KELSEY REDTWIG.`
[3 DOGWOOD
_
(3) PRIVET HONEYSUCKLE': { s
. -*r . -4% *,,I..:--.
(3) DURA HEAT RIVER BIRCH
(11) JUDD VIBURNUM
HIGH BANKS ROAD
N
Scale: 1"= 20' - 0"
0 10 20 40
1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE
ARCHITECT.
2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE
IRRIGATION SYSTEM AS INSTALLED.
3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES IN THE LAYOUT OF WORK
PRIOR TO THE EXECUTION OF THE WORK.
4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF
WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT
CONTRACTOR S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR.
5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM
ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN
DIAMETER WITHOUT PRIOR APPROVAL OF ROOTS LARGER THAN 3" IN DIAMETER
WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT.
6. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE
PLANTING DETAIL.
IRRIGATION SYSTEM. NOTES
LEGEND
DESCRIPTION
c PROPOSED TREES, SHRUBS,
i AND GRASSES AND PERENNIALS
LAWN
/
GROUNDCOVER
/
WWW p O STORMWATER GRASSES
PROPOSED 4 -0" DIAMETER MULCH
RING. CENTER ON TREE
1. IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. N
2. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED \
\ VISION CLEARANCE AREA
UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW \
PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RAINBIRD OR APPROVED),
ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH
POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 SERIES OR APPROVED). ALL VALVES TO BE
LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC X 6 PRIVACY FENCE
CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION.
MASTER PLANT LIST
NOTE: MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER TREATMENT AREA.
Qty. JBotanical Name
I Common Nam
ISize
Comments
i
2361 Deschampsia cespitosa Tufted Hair Grass 4" pot
Plant 12" o.c.
1412 Juncus patens Spreading Rush 4" pot
TREES
O ►x
U
3 Acer griseum
Paperbark Maple
2" cal.
Matched, evenly branched
8 Acer rubrum 'Red Sunset
Red Sunset Maple
2" cal.
Matched, evenly branched
6 Acer saccharum 'Green Mountain'
Green Mountain Sugar Maple
2" cal.
Matched, evenly branched
7 Acer truncatum
Shatung Maple
2" cal.
Matched, evenly branched
3 Betula nigra'BNMTF'
Dura -Heat River Birch
2" cal.
Matched, evenly branched
5 Nyssa sylvatica
Black Tupelo
2" cal.
Matched, evenly branched
4 Zelkova serrata'Green Vase'
Green Vase Zelkova
2" cal.
Matched, evenly branched
SHRUBS
17 Cornus sericea'lsanti'
Isanti Redtwig Dogwood
5 gal.
26 Cornus sericea'Kelseyi'
Kelsey Redtwig Dogwood
5 gal.
10 Cornus stolinifera'Arctic Fire'
Arctic Fire Dogwood
5 gal.
10 Deutzia gracilis
Slender Deutaa
5 gal.
17 Euonym us alatus 'Com pact
Compact Winged Euonym us
5 gal.
15 Fothergilla gardenii
Dwarf Fothergilla
5 gal.
20 Ilexcrenata'Helleri'
Heller Holly
5 gai.
28 Lonicera pileata
Privet Honeysuckle
5 gal.
57 Mahonia aquifolium 'Com pacta'
Compact Oregon Grape
5 gal.
10 Physocarpus opulifolius 'Nanus'
Dwarf Ninebark
a gal.
51 Prunus laurocerasus'Otto Luyken'
Otto Luyken Laurel
5 gal.
23 Ribes alpinum 'Green Mound'
Green Mound Currant
5 gal.
24 Rosa'Knockout'
Knockout Rose
5 gal.
44 Spiraea bum aIda 'Anthony Waterer'
Anthony Waterer Spirea
5 gal.
14 Syringa petula'Miss Kim'
Miss Kim Lilac
5 gal.
3 Viburnum carlesii
Korean Spice Viburnum
5 gal.
65 Viburnum davidii
David Viburnum
5 gal.
14 Viburnum judii
Judd Viburnum
5 gal.
14 Viburnum plicatum var. Tomentosum 'Pink Beauty
Pink Beauty Viburnum
5 gal.
PERENNIALS
171
Nepeta faassenii 'Walker's Low'
Walker's Low Catmint
1 gal.
GRASSES
30 Carex morrowii 'Evergold'
Variegated Japanese Sedge
1 gal.
2361 Deschampsia cespitosa
Tufted Hair Grass
plug
Plant 12" o.c.
61 Helictotrichon sempervirens
Blue Oat Grass
1 gal.
1412 Juncus patens
Spreading Rush
plug
Plant 12" o.c.
5 Panicum virgatum 'Northwind'
Northwind Switch Grass
1 gal.
47 Panicum virgatum 'Shenandoah'
Shenandoah Switch Grass
1 gal.
8 Pennisetum alopecuroides'Hameln'
Hameln Fountain Grass
1 gal.
GROUNDCOVER
1287 Arctostaphylos uva-ursi
Kinnikinnick
4" pot
Plant 18" o.c.
20 Lidope spicata
Creeping Lily Turf
1 gal.
45 Mahonia repens
Creeping Mahonia
3 gal.
STORMWATER PLANT LIST
1. VEGETATED SWALE EAST PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST.
2. PLANTING BASED UPON A 3,773 SF TREATMENT AREA.
3. PLANTING SELECTION AND DENSITY FROM EDSPM APPENDIX 613 APPROVED VEGETATION LIST.
Qty. Botanical Name Icommon Name 1SIze
Comments
GRASSES
w
O
i
2361 Deschampsia cespitosa Tufted Hair Grass 4" pot
Plant 12" o.c.
1412 Juncus patens Spreading Rush 4" pot
Plant 12" o.c.
O ►x
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STREET TREE PLANT LIST
NOTE: STREET TREES ARE INCLUDED IN THE MASTER PLANT LIST.
Qty. I Botanical Name I Common Name Size Comments
TREES
7 JAcertruncatum Shantung Maple 2" cal. Matched, evenly branched
STORMWATER PLANTING JUSTIFICATION
Detention Pond:
Based .on a facility treatmentarea o= 3,773 sf
Planting Scheme .A
Plant Category Minimum Required Actual Count
Gro €nd Cover 3,773 UM
FINAL ITE PLAN
J 2 6 201'
Architect /
-1- LANDSCAPE ARCHITECTS -t-
SCHIRMER SATRE GROUP
375 West 4th, Suite 201, Eugene OR 97401
Phone: 541.686.4540 Fax: 541.686.4577
www.schirmersatre.co m
Stamp:
D Vk S-ATRE &-4
OREGON
r,M
Project Number:
Plan Series:
Property Number:
Sheet Title:
LANDSCAPE
PLAN
Exhibit B
Final Landscape Plan
DRAWN jas
CHECKED rms
DATE 10.17.2017
Sheet:
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Project Number:
Plan Series:
Property Number:
Sheet Title:
LANDSCAPE
PLAN
Exhibit B
Final Landscape Plan
DRAWN jas
CHECKED rms
DATE 10.17.2017
Sheet:
w
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Project Number:
Plan Series:
Property Number:
Sheet Title:
LANDSCAPE
PLAN
Exhibit B
Final Landscape Plan
DRAWN jas
CHECKED rms
DATE 10.17.2017
Sheet:
201 PROPOSED 2" DOMESTIC WATERLINE.
2p2 PROPOSEED BACKFLOW PREVENTOR ENCLOSURE. ALL ENCLOSURES
AND RELATED APPURTENANCES SHALL PROVIDE FOR NEUTRAL,
NON—REFLECTIVE FINISH OR CAMOFLAGE DESIGN.
203 PROPOSED 6" FIRE LINE
204 TRAP PRIMER WATER LINE (CONNECT TO BUILDING WATER SYSTEM)
WASTEWATER CONSTRUCTION NOTES
300 CONNECT TO EXISTING 8" SANITARY SEWER LATERAL.
301 PROPOSED 6" SANITARY SEWER LINE.
302 PROPOSED SANITARY SEWER CLEANOUT
303 PROPOSED 4" SANITARY SEWER LINE
304 PROPOSED SANITARY SEWER DRAIN (HYDRAULICALLY SEPARATED AND CONNECTED TO
BUILDING SEWER)
2MM—P90POSED DETENTION POND PER DETAIL 1 BELOW.
PROPOSED STORM OUTFALL
PROPOSED STORMWATER CLEANOUT
P;O STOTIMWATER LINE
404 PROPOSED STORMWATER DETENTION CONTROL STRUCTURE WITH ORIFICE
405 PROPOSED 10" STORMWATER LINE
406 CONNECT PROPOSED 10" STORMWATER LINE TO EXISTING CURB INLET
4p7 PROPOSED STORMWATER TRENCH DRAIN
MISCELLANEOUS UTILITIES CONSTRUCTION NOTES
(@>— REPLACE EXISTING L.P.S LIGHT WITH L.E.D. LIGHT.
TO ENSURE A FULLY FUNCTIONING WATER QUALITY SYSTEM AND
MEET OBJECTIVES OF SPRINGFIELD'S MS4 PERMIT, THE
SPRINGFIELD DEVELOPMENT CODE AND THE EDSPM, THE
DETENTION POND SHALL BE FULLY VEGETATED WITH ALL
VEGETATION SPECIES ESTABLISHED PRIOR TO ISSUANCE OF FINAL
OCCUPANCY AND COMMENCEMENT OF OPERATIONS.
PLANTINGS PER LANDSCAPE DRAWINGS
VARIES BY FACILITY— SEE PLANS
FLOW CONTROL STRUCTURE
77
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TO EXISTING STORM
GEOTEXTILE , SYSTEM
FILTER FABRIC
-- 24" GROWING MEDIUM. STORMWATER FILTERING MEDIA SHALL
18" OF 1 1/2" — 314" DIA. MEET CITY OF SPRINGFIELD STORMWATER REQUIREMENTS,
OPEN GRADED AGGREGATE CONTRACTOR SHALL PROVIDE DOCUMENTATION THAT PRODUCT
STORAGE, WRAPPED IN FILTER MEETS CITY OF SPRINGFIELD REQUIREMENTS. (REXIUS PROSWALE
FABRIC MAY BE AN ACCEPTABLE PRODUCT, THOUGH DOCUMENTATION WILL
NEED TO BE PROVIDED.) PRODUCT MUST BE FREE OF HORSETAIL.
DETENTION i CROSS SECTION
SCALE,
SECTION A -A
500 500
-0+25 0+00
TAX MAP: 17-02-28-'-00 TAX LOT: 406
0-25 0+50 0+75
GRAPHIC SCALE
20 0 10 20 40
IN FEET }
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civil • transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
..............................................................................
www.BranchEngineering.com
Springfield OR I Albany OR
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EXPIRES: JUNE 30, 2019
project title:
Exhibit C
Final Civil Plan
Page 1 of 2
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date: JULY 31, 2017
drawn by: ARS
designer: GM
project no: 16-146
EXISTING
IMPROVEMENTS
AND PROPOSED
UTILITIES PLAN
sheet:
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Since .1977
civil • transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
..............................................................................
www.BranchEngineering.com
Springfield OR I Albany OR
�R�D PRpF�-
NFF o2
#62780PE _
Digi a y signed by Damien i ert
Da 17.12.20 08:35:00 -
O;2EGON
✓�L Y
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EXPIRES: JUNE 30, 2019
project title:
Exhibit C
Final Civil Plan
Page 1 of 2
r �-•
date: JULY 31, 2017
drawn by: ARS
designer: GM
project no: 16-146
EXISTING
IMPROVEMENTS
AND PROPOSED
UTILITIES PLAN
sheet:
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(500>—PROPOSED AC PAVING PER DETAIL 1A OR 1B AS SHOWN IN THE PLAN.
501 PROPOSED CURB AND GUTTER WITH REVERSE GUTTER
502 PROPOSED CURB AND GUTTER
503 PROPOSED CONCRETE SIDEWALK
504 PROPOSED CONCRETE DRIVEWAY PER DETAIL 2 BELOW.
505 PROPOSED CONCRETE ADA RAMP
506 PROPOSED CURB CUT FOR DRAINAGE TO DETENTION POND
507 PROPOSED TRUCK RAMP
PROPOSED CONCRETE CHANN&
(go-- PROPOSED CONCRETE WHEEL STOPS
(9-- PROPOSED BOLLARD
(9)—PROPOSED "NO PARKING" SIGN EVERY 50 FEET.
LIGHT PAVING
HEAVY PAVING
SEE DETAIL 3 BELOW.
EARTHWORK QUANTITIES
CUT: 1,450 C.Y.
FILL: 2,800 C.Y.
NET: 1,350 C.Y.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET 3
TRX MAP: 17-02--28-00 TAX LOT: 406
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civil • transportation
structural o geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Eng ineering.com
Springfield OR I Albany OR
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Da ra17.12.20 08:35:32,-02'00'
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EXPIRES: JUNE 30, 2019
project title:
revisions:
Exhibit C
Final Civil Plan
Page 2 of 2
date: OCTOBER 2 5, 2017
drawn by: ARS
designer: GM
project no: 16-146
PROPOSED
sheet:
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16'
84'-8"
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1,130
GENERAL NOTES
1. DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY.
2. SEE SHEET A104 FOR WALL TYPES.
3. PROVIDE BLOCKING IN THE WALLS AT ALL DOOR STOPS, TOILET COMPARTMENTS, LAVATORY
SUPPORTS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS. - SEE S/A501
ALL OF THE OF THE TOILET ROOM ACCESSORIES LISTED UNDER SPECIFICATION SECTION 10 2813
WILL REQUIRE BACK BLOCKING.
4. VAPOR RETARDER UNDER CONCRETE SLAB GRANULAR BASE, SEE A302.
5. FOR LOCATIONS OF RETURN AIR DUCTS IN STUD WALLS, SEE SHEET M1.1.
REMOVABLE
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FINAL SITE PLAN
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MAIN FLOOR
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BOTTOM OF C
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Property Number:
Sheet Title:
BUILDING
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SCALE: 1" = 30' - 0" O° 30' 60' N
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ORIENT FIXTURE TO
HINGE DOWN INTO
PARKING LOT
HINGE BASE POLE
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SEE ARCH, DWGS
FOR DIMENSION n II I I IIII IIII 'n
II i I IIII IIII FINISH GRADE
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F26 FIXTURE MOUNTING DETAIL
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F24 MONUMENT SIGN LIGHT DETAIL
NO SCALE
GENERAL NOTES
A. THESE PLANS HAVE BEEN PREPARED WITHOUT UTIUTY
COMPANY COMMENTS. THE E.C. SHALL VERIFY THE
EXACT REQUIREMENTS FOR THE ELECTRIC AND
TELEPHONE SERVICES WITH THE UTILITY COMPANY
REPRESENTATIVES AND PROVIDE ALL WORK AND PAY
ALL COSTS FOR A COMPLETE AND OPERATING
SYSTEM, AS DIRECTED BY THE GOVERNING UTILITIES.
REFERENCE NOTES
1. CIRCUIT THROUGH LIGHTING CONTACTOR SEE EXTERIOR
UGH71NG CONTROL DIAGRAM ON SHEET E601
EXPIRES: 12/31/2018
FINAL SITE PLAN
JAN 2 2010
oianner:--zy—�
P.E. JOB #1730
En oneering Inc.
Consulting Engineers
1823 E. Center
Pocatello, Idaho 83201
tel (208) 2324439
www.payneengineednginc.com
Stamp:
Project Number:
Plan Series: JRWA Praj.
662
Property Number:
Sheet Title:
ELECTRICAL
SI TE
PLAN
Exhibit D
Electrical Site Plan
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Exhibit D
Electrical Site Plan
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Electrical Site Plan
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Exhibit D
Electrical Site Plan
Sheet:
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(4 PLACES)
10" CONCRETE FOUNDATION WALL
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WATER TABLE
MONUMENT PEDESTAL
STRUCTURE PROVIDED
BY CONTRACTOR
SIGN PROVIDED BY
OWNER INSTALLED BY
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