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DATE:
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TITLE:
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SCALE:
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Date Received:
jUl - 9 2008
SHEET NO:
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1. CONNECT TO EXIST. 12" ST LATERAL. LATERAL ELEVATION IS
UNKNOWN. CONTRACTOR TO VERIFY LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION.
2. CONDUIT TO BEINST ALLED FOR FUTURE CONNECTION OF TRAFFIC
LIGHT CONTROLS TO SWITCH ROOM. CONTRACTOR TO COORDINATE
INSTALLATION OF CONDUIT WITH FRANCHISE UTILITIES (FIBER OPTIC,
GAS, ETC.) INSTALLED IN THIS AREA.
3. FRANCHISE UTILITIES TO BE INSTALLED UNDER SEPARATE
CONTRACTS.
4. SANITARY DRAIN IS TO BE VENTED VERTICALLY UP THE WALL OF
THE TRASH ENCLOSURE BUILDING, IN ACCORDANCE WITH THE
OREGON SPECIALTY CODE AND CITY OF SPRINGFIELD REQUIREMENTS.
TRAP IS TO BE LOCATED BETWEEN 12" AND 24" BELOW FINISHED
GRADE ELEVATION. TRAP TO BE PROVIDED WITH i-INCH WATER
SERVICE AND AUTO PRIMER TRAP. SEE PLUMBING PLANS FOR
AUTO PRIMER.
5. MINIMUM SLOPE FOR ALL UNDER-SLAB DRAINS AND HEADER PIPES
SHALL BE 0.0050 FT/FT. FOUNDATION DRAIN PIPES SHALL BE
PLACED ON FOOTING AND SLOPED WHERE NECESSAR~
6. FIRE DEPARTMENT CONNECTION. SEE PLUMBING PLANS FOR DETAIL.
LEGE \JD
--@ x"
IE=XXX.XX
ROOF DRAIN CONNECTION
SEE PLUMBING PLANS FOR CONTINUATION
ALL ROOF DRAIN CONNCETlONS TO BE
CONFIRMED WITH FINAL ARCHITECUTURAL
PLANS
BUILDING WATER SERVICE LA TERAL.
CONNECT TO COLD WATER SYSTEM. SIZE
AS NOTED. SEE PLUMBING PLANS FOR
CONTINUATION AND BACKFLOW VALVE
INSIDE THE BUILDING.
BUILDING FIRE PROTECTION LATERAL.
CONNECT TO BUILDING FIRE PROTECTION
SYSTEM. SIZE AS NOTED, SEE
PLUMBING PLANS FOR CONTlNUATION
AND BACKFLOW VALVE INSIDE THE
BUILDING.
BUILDING SANITARY SEWER SERVICE
LATERAL. SIZE' AND IE AS NOTED.
CONNECT TO BUILDING SANITARY
SYSTEM. SEE PLUMBING PLANS FOR
CONTINUATION. LOCATION AND SIZE
SHALL BE VERIFIED WITH PLUMBING
PLANS PRIOR TO CONSTRUCTION AND
ANY DISCREPANCY SHALL BE REPORTED
TO ENGINEER.
-@ XU
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-@X"
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BUILDING PERIMETER FOOTING DRAIN
LATERAL. CONNECT TO BAC~<WATER VALVE
PRIOR TO CONNECTION TO STORM SYSTEM.
SIZE AS NOTED. SEE BUILDING PLANS FOR
FOOTING DRAIN LOCATIONS.
STRUCTURE \J()TES
1. ALL STRUCTURES ARE LOCATED AT CENTER OF STRUCTURE
UNLESS NOTED OTHERWISE IN STRUCTURE LOCATION TABLE.
2. DIMENSIONS ARE TO FACE OF CURB.
STRUCTURE LOCATIO\J TABLE
STRUCTURE NORTHING
AD-1 19970.1
COTG-1 19934.9
COTG- 2 19870.1
COTG-3 19886.7
COTG-4 19862.1
COTG-5 19862.0
COTG-6 19948.1
COTG-7 19920.0
COTG-8 19775.6
INLET !SWITCH 19893.9
WQCB-1 19852.2
*WQCB-2 19874.1
*WQCB-3 19937.4
STOF-1 19958.8
STOF- 2 19969.1
STOF-3 19969.2
01-1 19769.6
SS DRAIN 19849.7
FDC 19850.7
FH 19842.3
(*) STRUCTURE LOCATED AT FACE OF CURB
EASTING
20124.0
20079.3
20079.3
20150.7
20144.9
20214.0
20223.8
20114.8
20077.6
20150.4
20165.8
20070.2
20070.2
20114.8
20130.7
20159.2
20082.0
20222.5
20127.3
20114.5
Date Received:
JUL - 9 2008
NORTH
Final submittal
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Consulting Engineers
1201 Oak Street
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Eugene, Oregon 97401
(541) 684-4902
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SEE SHEET NOTE 3.
I (TYP.)
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/ EASEMENT
, =
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181.70'
PROVIDE 6" GAP IN
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10
(8\' HEAVY CONC. . t
~ PVM'T
~
'R40'
REMOVE EXIST. D!W AND
INSTALL NEW CURB &
GUt It:.t<. SEE LSA PLANS
FOR PLANTING INFORMATION.
~ SAWCUT EXIST. PYM'T f5'\
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DIFFUSION fT\
EDGE/E.O.P. ~
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181.70'
HEAVY AC(2\
PVM'T ~
-r
FENCE
SEE LANDSCAPE PLANS
N 19779.4
E 20184.3
(9\ STD. CURB
~
CD
1: 12
MAX.
1.
2.
3.
NOTES:
1.
2.
3.
CONSTRUCT NEW D/'N PER COS STD. DWG. 3-24.
INSTALL 30"x30" "DO NOT ENTER" SIGN PER MUTCD NO. R5-1.
INSTALL 36"x12" "ONE WAY" SIGN PER MUTCD NO. R6-1.
SIGN SHALL BE PERPENDICULAR TO THE CENTERLINE OF 68TH PLACE.
SHEET NOTES:
ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.
SIGN CODES REFER TO THE CURRENT EDITION OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
SEE LSA PLANS FOR SIDEWALK SCORING LAYOUT, MOWBAND
LOCATIONS, AND FENCE DETAILS. fa. !) elK ~ 4
LEGEND:
~ 0 c ~ 0 C
STANDARD CURB
MOUNTABLE CURB
FENCE (SEE LANDSCAPE PLANS)
SAWCUT
.. ...... .. ... .. .. '". .. .. ". .. .. ". ., .. '". .. .. .. .. .. ". .. " ... .. .. w.
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.. .. "." .. .." .. .." .. .. .. .. .." -: .." .. .." .. .. .. .. .." .. ..
STD. AC
PAVEMENT
/////
HEAVY AC
PAVEMENT
:rt:~~r~:~';r~Y~;;~~::'~~':;r:i~:}:j:
CONCRETE
SIDEWALK
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CONCRETE
HEAVY
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
CURVE TABLE
LENGTH' RADIUS'
11.78 7.50
75.04 50.00
22.21 100.00
11.18 6.00
46.89 61.00
28.11 53.00
24.46 61.00
17.33 29.00
34.21 41.00
41.16 41.00
DELTA
90-00'00"
85-59'26"
12-43'26"
106-44'08"
44-04'06"
30-24'40"
22-59'04"
34-16'38".
47-50' 42"
57-34'25" ,
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N. T. S.
Date Ke~t:i"ed:
JUL - 9 2008
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TITLE:
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j ~INLET FRAME
~ & GRATING.
1=== -=~r//" SEE NOTE 1
=-=--81 =
-; --~~ .-=t~ ' -~ ~ ~,~ .
- ~
~ II) SEE PLAN
, FOR SIZE
WYE
PLUG OR CAP
P
4" PERF. J
PIPE INLET
1.
1U r ~
Ji~
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h -Jlo- I ,;:!~ III 1
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BEND PLUGGED CROSS TEE
CON CRt:. I t:. THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
IE= b
PER PLAN
o EACH AREA IS J2
OF TABULATED
TOTAL AREA.
0~" PLYWOOD OVER
FACE OF BOLTS.
=
o
<'I
PLAN
r FINISH GRADE
"~~.~
)~, ." ~~ , 3000 PSI
· ~~" 0::/.<:~~~ CONCRETE
, ~~ .
." ~~<.".,
I I; ::~~
) r'...'. ,
I ."
j / ...... ()~ TO STORM
... if' 1 SY~ It:.M
4" PERF. PIPE ~I .: " ". ".. ~~~IE=SEE PLAN
INLET l~, :. ," 6 .: .
IE=SEE PLAN L '".....' , ~ . _' TRAP , .'
p --- ",
qL.:- ;4'~., SECURE OUTLET
jl' , . . TEE PIPE W/ S.S.
~ ~~ ,...4,. : .; ~ BAND BOLTED OR
~ (,~~ ,,4 -', <1 . EMBEDDED 2" IN
7~~~, .:::, '. " '.' WALL. (2).
. 4 "'4 4 '.' ,
a:.;.,' :,.' ~,'" .'..."'~...., ~ A~SUPPORTS
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18 M I~. 0 {} ..: 0 _<1 ~ C ~ 0 · f) 0 <,:/0 ~ 0 ^ .:0 <1 0 ~' ~ , !1.
SUMP . --- 24n ------ 'L!:jfl-Ulli'_l BASE MATERIAL
6" --- ---- --- 6" ----
.... 36" , ......
RIM &
OVERFLOW PIPE~, 30.'_
=PER PLAN
. ~ ,
iC$'* '; .t
2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
3. THE REQUIRED THRUST BEAfilNG AREAS FOR SPECIAL CONNECTIONS ARE SHOWN
ENCIRCLED ON THE PLAN; E.G. @) INDICATES 15 SQUARE FEET BEARING AREA
REQUIRED.
4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS
INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO. THE TEST PRESSURE(S)
AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SPECIFICATIONS.
5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE
PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS
STANDARD DETAIL.
=-{A :> :> ::: ) A =-{::A ) =-{A "
N. T.S.
o
BEARING AREA OF THRUST BLOCK IN SQUARE FOOT
FITTING TEE, WYE, 90. BEND TEE 45- 22.50- 11.25-
SIZE PLUG OR PLUGGED PLUGGED BEND BEND BEND
CAP CROSS ON RUN
A1 A2
4 1.0 1.4 1.9 1.4 1.0
6 2.1 3.0 4.3 3.0 1.6 1.0
8 3.8 5.3 7.6 5.4 2.9 1.5 1.0
10 5.9 8.4 11.8 8.4 4.6 2.4 1.2
.SECTION
NOTE:
1. GRATING AND FRAME SHALL BE GALVANIZED
STEEL MEDIUM DUTY.
NOTE:
ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN
ALLOWABLE SOil BEARING STRESS OF 2000 PSF TO COMPUTE BEARING
AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES.
USE THE FOLLOWING EQUATION:
BEARING AREA = (TEST PRESSURE/150) x (2000/S0Il BEARING STRESS)
x (TABLE VALUE).
CD
G.)N.T.S.
=-{A:>:>=:) 0 C- \j_=
=-{US- 3 _OC <
HARD SURFACE LANDSCAPE AREA
N. T.S.
CAST IRON FRAME AND MECHANICAL PLUG
COVER TO FINISHED GRADE WITH GASKET
IN PAVED AREAS RISER O.D CAST IRON FRAME
AC OR CONCRETE PAVlNG~, + )2" M~. h SET IN CONCRETE
OR OTHER SURFACING '\ . /
/ / / / / / /'<. / A7T7777'77'7177 / }
) / / / / / // O~ ,lA ~:;;?t'11 :111-, 1" MAX.
" A~ /~, / / ~(\~, I!I :~ ~'~7~ _
2 MIN I ,""-./ ',/. .:..,", ' l> . "-
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6" MIN. ~}:::~::;:~:'~>S-
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.0 o~.
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CLEARANCE FOR
CONCRETE PAD
t>I AND RISER PIPE
~ RISER PIPE
3000 PSI~
CONCRETE
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'" SEE NOTE 3
· , REPLACEABLE
12" ABSORBENT
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GREASE TRAP- /
4" MIN.
NOTES:
1. CAST IRON FRAME AND
COVER SHALL MEET H-20
LOAD REQUIREMENT.
2. FOR CARRIER PIPE SIZE 10"~
AND LESS, PROVIDE RISER PIPE
SIZE TO MATCH CARRIER PIPE.
3. FOR CARRIER PIPE SIZE 12"~
AND LARGER, RISER PIPE SHALL
BE 10"~.
4. RISER PIPE
MATERIAL TO MATCH
CARRIER PIPE
METERIAL.
L< l
, ,
I
.... 48.25"
?OLlD DIAMOND SECTION A-A
SUPPORJLt~H ~g ~""..""".".",.""."."",.,, .
HS 20 LOADING ~ ~......................................................................, DDDIDBDBDDBI BDDDDDDDDDBD
- <( .~~III~~~~~~~~~~~~~~I~I~~~~~~~~~I~IJ.~~I ~~~DDD n I~ ~II <(
1 iiiliil i~~ ;:;: '
.....
CONCRETE PAVEMENT
6" BASE COURSE
NOTES:
1. CONCRETE SHALL BE 4000 PSI.
o 0 '0 (,
I~.o.o
00000
0.0 0
jo<>oo.~TRENCH BACKFILL
~.o.o(
00 0 (
o .0
00 00.
.0 0
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0<>0 .000
WYE
BRANCH o~~.
~ 0 .0 ~ '0 c
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PIPE 0 .o~./
. 0 r-
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[\--_- - r-. r.;: -- ~, WITH GASKp
rV. " IF END OF iLlNE
-- - - ---'- __ -F----SERVlCE
~ 0 , :> 0 . . 0 0 . v U 0 0 · ~ 0 " CON NECTI ON
? 0 '0 0 '0 00 -:-0- 0 0 0 0 0 .0 0 . 0 . 0 0 0 .0 o' r:--c.
· 0 0 00 .00 · 0 . 0 000 0 0 '0<>0 · 0 0 ~ -c.. IF REQUIRED
'0.00.00,.,.0 _<>ooO.oo....o..n _oO'oO.o~~BEDDING ,.'
1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION
WITH CONTRACTORS COMPACTION EQUIPMENT.
2. GRATE SHALL BE RATED FOR HS-20 LOADING AND BIKE TIRE.
3. NEW CATCH BASINS TO BE lNST ALlED WITH CATCH BASIN FILTER INSERTS.
INSERTS SHALL BE MANUFACTURED BY KRISTAR, MODEL NO. FF-24D AND
INSTALLED PER MANUFACTURE'S WRITTEN SPECIFICATIONS.
4. LEAK PROOF GASKET UNDER SOLID LID.
5. BOX F ABRICA TED FROM 10 GA. MATERIAL.
12" GRANULAR WORKING BLANKET
2. MAXIMUM CONTROL JOINT SPACING SHALL BE 12 FEET.
3. MAXIMUM CONSTRUCTION JOINT SPACING SHALL BE 36 FEET
GRATE. SEE
NOTE 2
45- BEND
o
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:>AV = \I1E \j - S :::C- 0 \J
N. T.S.
NOTES:
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MA TERIAL
o
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N. T.S.
o
WA-:::=-{ QJA_ 'Y CA C- 3AS \j
N. T.S.
Date Received:
JUL ,- 9 1008
subrn~tta' .
~ DRAWN BY:
AMF
CHECKED BY:
W JLH
-
> DATE:
7-3-2008
W TITLE:
~ CIVIL DETAILS
W SCALE:
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Consulting Engineers
1201 Oak Street
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Eugen~ Oregon 97401
(541) 684-4902
FAX (541) 684-4909
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OR AS DIREC.TED.
2 CONSTRUCT CONTRACTION JOINT SP ACING AT 15', AND
· AT ENDS OF EACH INLET AND RAMP. CONSTRUCT
EXP ANSION JOINT AT 200' MAX SP ACING, AT POINTS OF
TANGENCY AND AT ENDS OF EACH DRIVEWAY.
3 TOPS OF ALL CURBS SHALL SLOPE TOWARD THE
. ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS
DIRECTED.
4 DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM
. WITH CURB MACHINE APPROVED BY THE ENGINEER.
5. SEE JOINT DETAIL 6/C6.2
CONCRETE PAVEMENT
6" BASE COURSE
NOTES:
1. CONCRETE SHALL BE 4000 PSI.
2. MAXIMUM CONTROL JOINT SPACING SHALL BE 12 FEET.
3. MAXIMUM CONSTRUCTION JOINT SPACING SHALL BE 36 FEET
12" GRANULAR WORKING BLANKET
......
5.5'
@
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N. T.,S.
NOTES:
1-. CURB EXPOSURE 'E' = 6". VARY AS SHOWN ON PLANS
OR AS DIRECTED.
, . ,
2 CONSTRUCT CONTRACTION JOINT SPACING AT 15, AND AT
ENDS OF EACH INLET AND RAMP. CONSTRUCT EXPANSION
JOINT AT 200' MAX SPACING, AT POINTS OF TANGENCY AND
AT ENDS OF EACH DRIVEWAY.
3 TOPS OF ALL CURBS SHALL SLOPE TOWARD THE
ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED.
4 DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM
WITH CURB MACHINE APPROVED BY THE ENGINEER.
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..
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NOTES: . . ,
1 CONSTRUCT CONTRACTION JOINT SPACING AT 15, AND
· AT ENDS OF EACH INLET AND RAMP. CONSTRUCT
EXPANSION JOINT AT 200' MAX SPACING, AT POINTS OF
TANGENCY AND AT ENDS OF EACH DRIVEWAY.
2 TOPS OF SIDEWALK SHALL SLOPE TOWARD. THE
.. ROADWAY AT 1%-2% UNLESS OTHERWISE SHOWN OR AS
DIRECTED.
3. SCORING PAIII:.RN AND SCORING DETAIL:PER LSA
PLANS.
4. BROOM FINISH ON CONCRETE UNLESS NOTED OTHERWISE
ON LSA PLANS.
5. SEE JOINT ' DETAIL 6/C6.2.
J
1l'K II111 r
'" BASE
MA TERIAL
f
NOTES:
1. CONCRETE SHALL BE 4000 PSI..
2. INSTALL CONTRACTION AND EXPANSION
JOINTS AT SPECIFIED DISTANCE.
@
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PER ___ *" R (TYP.).
--- PLAN I- r
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5''''-.A.C. PAVING
......
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CURB RAMP TO BE
FLUSH WITH ASPHALT
6.0' (TYP.)
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SUBGRADE
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Eugene, Oregon 97401
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Final Submittal
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.....
6' MIN., 12' MAX.
2' MIN.
BOTTOM
OF BASIN
.....
.....
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... ----
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WRAP DRAINAGE~AINAGEJ "'-4" ~~C ~~~F. PIPE FOR
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SIDES, 12" OVERLAP. TO DRAIN.
.....
BIOSWALE
DIFFUSING EDGE
CAST IN PLACE CONCRETE. SEED CONCRETE WITH
ROUND ROCK. MINIMUM SIZE ROCK TO BE 3/4" MAXIMUM SIZE ROCK 2"
ROCK SHALL BE EMBEDDED INTO CONCRETE TO HALF OF ITS CIRCUMFERENCE
SPACING BETWEEN ROCK SHALL BE A MINIMUM OF 1/2" AND MAXIMUM OF 1"
SEE SITE PLAN FOR LOCATION OF DIFFUSING EDGES
. 3/4" EXPANSION JOINT MATERIAL, HOLD DOWN 3/4" BELOW FINAL GRADE.
SEAL GAP WITH SELF LEVELING WATER PROOF AND UY PROTECTED SEALER.
, ,
l' _0" .. .....
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NOTE:
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2. SEE PLANTING PLANS FOR SWALE PLANTING.
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DRILLED & EPOXYED IN
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SHOWN ON PLANS
NOTE:.
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AREAS IS SHOWN IN ARCH. AND LANDSCAPE ARCH. PLANS. IF
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Date
JUL.- 9 2008
Fina' Submittal
~ DRAWN BY:
AMF
CHECKED BY:
W JLH
-
> DATE:
7-3-2008
W TITLE:
~ CIVIL DETAILS
W SCALE:
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Yl ~~~~~ers
~ -4' . Portland, OR 97214
L.i\--- PHN: (50S) 234-0548
~ FAX: (DOS} 234-0677
~C. WlYW.MFIA-ENG.COM
Date Received:
JUL - 9 2008
-------~-(0
-----.
--
--I
PLAN NO I 1::5
o PROVIDE y.p 5TRODt: LI6HT TO Alt:1<.1'.t"t::.LJ5 WHEN FIRE It<UCKS ARE EXITIN6 THE BUILDIN6.
CONNECT 5IKUCt: LI6HT5 TO TAPOUT 5Y51t:M VIA 3/4"C AND #12 CONDlJC,TORS.
PROVIvt: 24V TRAlGrORMER FOR ENt:t<6IZIN6 THE 51 t<OBE5 AND LOCATE XFMR IN ELEC RM.
PROVIDE 4" X 411 UNIT 511<lJT AND MOUNT Slr<OBE LI6HT ON UNIT 511<lJT AT 10'-011 ABOVE 6ND.
MOUNT UNIT S I t<UT t"ct< POLE BASE DETAIL OR U I rit:t<. kt"KOVt:J.) Mt: 1 HODS.
Vt:t<.IFY EXACT LOCATION AND MOUNTIN6 HEI6HT OF SI1'<OBE WITH Ol^tb::t<. t"1'<IOR TO ROU6H-IN.
o CONNECT 5LIDIN6 €lATE MOTOR AND't"1<OVIDE.I"C RACEWAY TO REMulc
KEYPAD AND €lATE SENSOR.
A
A- FIFI 1? Vt:t<IFY THE EXACT LOCATION OF ALL UTILITY EGUIPMENT t"KIOR TO IMPLEMENTIN6 THIS t"t<O.JECT.
B- COOr<J.JINATE THE EXACT CONDUIT ROUTIN6 OF ALL UTILITY EGUIPMENT WITH THE UTILITY AND THE O~ t"t<IOR TO ROU6HIN.
UNI F')O IT 15 Nu 1 t:J.) TO ot: t"1<OVll.Ii::v BY UTILITY.
C- PUD SHAll PROVIDE ALL PRIMARY CONDUITS,.CONDUCTORS, VAULT5, TRANFORMt:K, C,Ts, BOXES AND FINAL 1t:r<MINATION
D- MAINTAIN A MINIMUM 3'-0" HORIZONTAL AND 1'-0" Vt:KIICAL ~LI 'ARATION Bt::1V'b::1'I NEW 4 EXI5TIN6
WA I t:K AND OTHt:1<' UTILITIES.
E- CONTRACTOR SHAll t"t<OVIUt: ALL I Kt:NCHIN6 AND BACKFILL FOR ALL t"KIMARY UTILITY RELAIt:J.) WORK AS 5HO~ ON THIS 5Ht:t:1.
CON I KACTOR SHALL PROVIDE ALL' SECONDARY CONDUIT5 4 CONDUCTORS, Mt: I t:r< BOX AND FINAL I i:r<MINATION ~~TTHE OWNER SERVIC
F- t"t<.OVIDE ALL CONDUITS WITH PULL SI1'<IN6 INCLUDIN6' ALL REGUIRt:.LI TRENCHIN6 AND BACKFILL FOR TFI t-t"HONE AND CATV.
6- CON 1 t<ACTOR SHALL COMPLY WITH AI I UTILITY5 REGUIREMENTS AS OUTLINt:1J IN THE 1=1 I=c, I KICAL5t-'t:CIFICA TIONS
SECTION 16001 OF TI Ie ELEC I KICAL 5t-'t:CIFICA TIONS.
H- Gi-i... ONE LINE DIA6RAM5 FOR EXACT 51/,...c, OF ALL n-r"1Jt:K5.
1- THE HOME RUNS FOR THE 51TE LI6HTIN6 HAVEt:>t:t:N c,ALCULAIt:V FOR INDIVIDUAL RUNS TO 51TE LI6HTIN6
PANFI . IF THE CONTRACTOR CHOOSES TO COMBINE HOME RUNS THEN' HE MUST DERATE THE CONDlJC,TOR
1.Ir::t"t:NDIN6 ON THE NUMBt:t< OF RUNS IN EACH CONDUIT t""t::t<. NEC, vt:KA TIN6 TABLES.
J- CON I t<ACTOR SHAI I RELOCATE EXI5TIN6 6ENt:r<A TOR TO NEW LOCATION BY ELEC RM FOR
THE NEW FIRE 5TATION. CONTRACTOR SHALL DISCONNECT ALL EXlo<NAL WIRING AND CONDUITS TO THE
6ENt:r<ATORAND t"KOVIVt: ADEGUATE COVt:t<Ac.c FOR THE 6ENt:t<ATOR 50 THAT
IT REMAINS CLEAN AND UNDAMA6i::J..i DURING THE DEMOLITION AND CONSIt<lJCTION OF NEW BUILDING.
FIElD VERIFY EXACT LOCATION OF 6ENt:t<A TOR AND COORDINATE IT5 RELOCATION WITH O~.
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S~~hmittal. .
Schlesinger + Associates. Ltc.
LANDSCAPE ARCHITECTURE AND DESIGN
1801 Willamette Sf. - Suite 210
Phone: (541) 743-0767
Fax: (541) 743-0769
Web: www.schlandscape.com
Eugene, Oregon 97401
SCHLESINGER + ASSOCIATES llC.,
LANDSCAPE ARCHITECTURE AND DESIGN
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS,
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHLESINGER + ASSOCIATES LlC"
LANDSCAPE ARCHITECTURE AND DESIGN,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHAll
HOLD SCHLESINGER + ASSOCIATES llC"
LANDSCAPE ARCHITECTURE AND DESIGN HARMLESS.
PROJECT NAME:
Springfield Fire Station #16
.
.
.
. .
.
REVISIONS
# Date Description
1 7,2,2008 Vision clearance triangle
planting changes / plant list
Change of street trees species,
SCALE
11 = 1(Z)' - (Z)I
,00
(Z)
s
1(Z)
2(z)
PROJECT NAME
PROJECT ADDRESS
Springfield Fire Station #16
6853 Main Street
Springfield, OR 97478
Site Review Package
PHASE
July 3,2008
DATE
FilE NAME
es
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Planting Plan
.
SHEET NUMBER
PL1
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- (1) DENSE SEDGE
- (4) TUt-1 t:D HAIR GRASS
- (14) COMMON CAMAS
(1) DENSE SEDGE
- (1) COMMON CAMAS
- (~) COMMON CAMAS
- (2) COMMON CAMAS
{ (6) DENSE SEDGE
~ (4) TUFTED HAIR GRASS
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L-ANO&CAF='E COVE~AGpE
1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY
TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED.
2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF
WORK PRIOR TO THE EXECUTION OF THE WORK.
LANDSCAPED A~ . 11,11& SF
LANDSCAPE AREA AS PERCENTAGE OF SITE. 2&.5%
a
PROPOSED TREE
3. 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.
4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO
REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR
ROOTS LARGER THAN 3ft IN DIAMETER WITHOUT PRIOR APPROVAL OF
LANDSCAPE ARCHITECT.
PROPOSED SHRUBS
5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE
ACCEPTED. SEE TREE PLANTING DETAIL.
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:.:~'~::,.~;-.,~.:.~: :;.: :.:.: PROPOSED LAWN
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48" DIAMETER BARK CIRCLE
~~
F'laANi Ll&i
Plant list
VISION CLEARANCE TRIANGLE
Qty I Botanical Name
ICommon Name
Size I Comments
TREES
2 Acer rubrum 'Armstrong'
1 Acer rubrum 'Schlesinger'
1 Betula nigra
3 Fraxinus americana 'Junginger'
2 Laburnum anagyroides
2 X Chitalpa tashkentensis
1 Robinia x ambigua IPurple Robe'
2 Sequoia sempervirens
3 Thuja plicata
2 T suga heterophylla
Armstrong Red Maple
Schlesin~er Maple
River Birch
Autumn Purple Ash
Common Goldenchain Tree
Chitalpa
Purple Robe Locust
Coast Redwood
Western Red Cedar
'Western Hemlock
1 1/211 cal. Matched, even Iv branched.
1 1/2" cat. Evenly branched.
10'-12' Evenly branched.
211 cal. Matched, evenly branched.
~ 1 1/211 cal. Matched, evenly branched,
2" cat. Matched, evenly branched.
1 1/2" cal. Evenly branched.
5-6' Evenly branched.
5-6' Matched, evenly branched.
10'-12' Matched, evenly branched.
TREE STAKES .
D.F. 2" x 2" x 6'
MULCH
TREE TIES
Grow Straight or approved
)
IMPORTANT:
Root crown to be a minimum
of 4" above finish grade.
,)
...
.SHRUBS
1 Berberis buxifolia Magellan Barberry 5 gal.
1 Berberis thunbergii Japanese Barberry 3 gal.
19 Ceanothus 'victoria' Victoria California Lilac 5 gal.
11 Chaenomeles 'Corallina' Red Flowering Quince 5 gal.
11 Choisya ternata Mexican Orange 3 gal.
17 Cistus 'Crimson Spot' Crimson Spot Rockrose 3 9al.
2 Daphne odora Winter Daphne 2 gal.
1 I Escallonia fradesii Fradesii Escallonia 5 gal.
1 Forsythia x intermedia "Lynwood" Lynwood Forsythia 5 gal,
10 Thuja occidentalis 'Emerald Green' I Emerald Green Arborvitae 4i-5'
25 Viburnum davidii David Viburnum 1 ~al.
PERENNIALS
200 Camassia Common Camas 1 gal.
42 Hemerocallis 'Stella D'oro' Stella D'oro Daylily 1 gal.
17 Iris sibirica 'Butter and Sugar' Butter and Sugar Siberian Iris 1 gal.
12 Iris sibirica 'Lady Vanessa' Lady Vanessa Siberian Iris 1 gal,
GRASSES
57 Carex Stricta I Dense Sedge 1 gal.
61 Deschampsia caespitosa Tufted Hair Grass 1 gal.
GROUNDCOVERS
424 I Rubus penta lobus f Bramble 1 gal.
UNDISTURBED
OR COMPACTED SUBGRADE
, BACKFILL
Fill halfway and water thoroughly
before backfilling.
TREE PEDESTAL
Prepare subsoil to prevent settling
2x diameter
of rootball
,
'j
~
NOTE:
REMOVE TREE TIES AT ONE YEAR WARRANTEE.
o OECIOUOUe T~EE I=L.ANTING OETAIL.
N.T.6..
TREE TIES
Grow Straight or approved
TREE STAKES
Stake 3 sides
2" x 2" x 24"
hardwood stakes
.,
2X diameter
of rootball
"
NOTE:
REMOVE TREE TIES AT ONE YEAR WARRANTEE.
GUY WIRE SPACING
MULCH
IMPORTANT:
Root crown to be a minimum
of 4" above finish grade.
~)
,'"
BACKFILL
Fill halfway and water thoroughly
before backfilling.
TREE PEDESTAL
Prepare subsoil to prevent settling
OCONll=EROUe TREE I=L.ANTING OETAIL.
N.T .6.
I' .
.;
. ..:~..
Date 'ed:
'JUl.- 9 20118
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Schlesinger + Associates. uc.
LANDSCAPE ARCHITECTURE AND DESIGN
1801 Willamette Sf. - Suite 210
Phone: (541) 743-0767
Fax: (541) 743-0769
Web: www.schlandscape.com
Eugene, Oregon 97401
SCHLESINGER + ASSOCIATES ltC"
LANDSCAPE ARCHITECTURE AND DESIGN
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS.
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRmEN PERMISSION AND CONSENT OF
SCHLESINGER + ASSOCIATES llC"
LANDSCAPE ARCHITECTURE AND DESIGN.
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHAll
HOLO SCHLESINGER + ASSOCIATES llC.,
LANDSCAPE ARCHITECTURE AND DESIGN HARMLESS.
PROJECT NAME:
Springfield Fire Station #16
.
.
.
.
.
REVISIONS
# Date ,Description
1 7,2,2008 yision clearance triangle
planting changes / plant list
change of street trees species.
SCALE
II = 1(2)1 - (2)1
([)
(2)
s
2(2)
1(2)
Springfield Fire Station #16
6853 Main Street
Springfield, OR 97478
Site Review PaCkage
PHASE
PROJECT NAME
PROJECT ADDRESS
July 3, 2008
DATE
es
DRAWN BY
FILE NAME
es
CHECKED BY
SHEET mLE
Planting Plan
.
SHEET NUMBER
PL2
.
J.. EG EN 0
NOTEe (TfiiCEE t=~OTECTION)
.. EXISTING DECIDUOUS TREE TO REMAIN
TREE CARE
GENERAL
PROTECT EXISTING TREES TO REMAIN AGAINST DAMAGE.
THE CRZ (CRITICAL ROOT ZONE) SHOULD BE FENCED OFF TO KEEP CONSTRUCTION ACTIVITIES
AWAY. THE FENCING IS TO FOLLOW THE "FENCE LINE" AS DRAWN ON THIS PLAN,
THE FENCING MATERIAL SHALL BE HIGHLY VISIBLE, ORANGE PLASTIC, WEBBED FENCING,
4-FEET HIGH ATTACHED SECURELY TO METAL FENCE POSTS DRIVEN INTO THE GROUND AT
6 FOOT INTERVALS. THIS FENCING SHOULD BE MAINTAINED ADEQUATELY DURING
CONSTRUCTION SO AS TO PREVENT ENTRY INTO THE PROTECTED AREA. ALL
CONSTRUCTION ACTIVITIES, INCLUDING STORAGE OF CONSTRUCTION MATERIALS, SHOULD
BE CONDUCTED OUTSIDE OF THE TREE PROTECTION FENCING - EMPHASIS ON "ALL".
ERECT THE FENCING PRIOR TO COMMENCEMENT OF WORK AND REMOVE IT ONLY
AFTER WORK IS COMPLETED.
AFTER CONSTRUCTION IS COMPLETE AND LANDSCAPING IS BEGUN, THE CRZ SHOULD
BE MAINTAINED IN AS NATURAL A CONDITION AS POSSIBLE. THIS MEANS
THAT IRRIGATION SHOULD BE KEPT TO A MINIMUM BY USING PLANTS AND TREES THAT
REQUIRE LITTLE OR NO WATERING THROUGH DRY SUMMERS. ACTIVITIES THAT ALFREDO
THE SOIL SHOULD BE AVOIDED.
ft~
TREES TO BE REMOVED DUE CONSTRUCTION
.
,
r;-~~
II ~~
\\ '/ TREE PROTECTION FENCING
\~~dI
\:::- .......
PRODUCTS
FENCING: TEN STAR SAFETY FENCE
FERTILIZER: 16-16-16
C' -,
EXECUTION
IRRIGATION: WATER REMAINING PLANT MATERIAL AS NECESSARY TO MAINTAIN HEALTH
EXCAVATION AROUND TREES: EXCAVATE WITHIN DRIPLlNE OF TREES ONLY WHERE
ABSOLUTELY NECESSARY. DO NOT CUT LATERAL OR TAP ROOTS. USE NARROW TINE
SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. RELOCATE ROOTS BACK
INTO BACKFILL AREAS WHEREVER POSSIBLE. IF LARGE LATERAL ROOTS ARE
ENCOUNTERED, EXPOSE BEYOND EXCAVATION LIMITS AS REQUIRED TO BEND
AND RELOCATE WITHOUT BREAKING. IF ROOT RELOCATION IS NOT PRACTICAL,
CUT ROOTS APPROXIMATELY 3" BACK FROM NEW CONSTRUCTION. DO NOT
ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED.
PROVIDE TEMPORARY EARTH COVER OR PACK WITH WET PEAT MOSS.
TEMPORARILY SUPPORT AND PROTECT ROOTS AGAINST DAMAGE UNTIL
PERMANENTLY LOCATED AND COVERED WITH MOIST BACKFILL.
PRUNING: BRANCH PRUNING SHOULD BE LIMITED TO BROKEN, DEAD AND CROSSING
LIMBS. THE BRANCHES SHOULD NOT BE CUT TO COMPENSATE FOR ROOT LOSS.
CANOPY PRUNING MAY INCLUDE SOME THINNING TO PROVIDE LESS WIND RESISTANCE
IF ROOT LOSS COULD CAUSE POTENTIAL BLOW DOWN.
NOTEe (Tt=2EEe ANO REMOvAJ..)
1. BASE INFORMATION PROVIDED BY KPFF Consulting Engineers
111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 - (503) 227-3251
2. THIS DRAWING REPRESENTS MAJOR TREES ON THE PROPERTY.
IT DOES NOT, HOWEVER, ATTEMPT TO SHOW ALL VEGETATION ON THE PROPERTY OR ON
CONTIGUOUS PROPERTIES, AND SHOULD NOT BE INTERPRETED AS SUCH.
3. ALL TREES TO BE REMOVED WILL BE CUT AND FELLED.
4. TREES WILL BE LIMBED AND BUCKED INTO LENGTHS TO BE FED AS FORGE TO ANIMALS.
IF NOT APPROPRIATE FOR FORGING THE LIMBS WILL BE HAULED OFF THE PROPERTY.
5. ALL LIMBS WILL EITHER USED FOR ANIMAL FORGING OR BE CHIPPED AND USED
AS MULCH ON THE PROPERTY.
7. ALL STUMPS WILL BE REMOVED DURING EXCAVATION FOR FOUNDATIONS,
OR DURING PREPARATION OF SITE FOR CONSTRUCTION.
TF:CEEe F:CEMOVEO
TREES TO BE REMOVED HAVE BEEN DETERMINED BY
LANDSCAPE ARCHITECT TO BE:
1.IN THE CONSTRUCTION PATH
2. IN DAMAGED CONDITION
3. IN SERIOUSLY DECLINING HEALTH
-"-..,,,
'\
NO TEe (GENEF:CAL.)
1. CONTRACTOR TO PROTECT TREES TO REMAIN FROM HARM BY THE WORK
OR INDIVIDUALS OR EQUIPMENT INVOLVED IN EXECUTING THE WORK.
2. ALL TREES HAVE BEEN VERIFIED BY LANDSCAPE ARCHITECT:
SCHLESINGER + ASSOCIATES, INC. EUGENE, OREGON, Phone: (541) 743-0767.
~~
6' METAL 'TI FENCE STAKES
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61 max
. BETWEEN STAKES
NO . '1'llr.C1'lCI-IING WITI-I A BACKI-IOE, I ~NCl-lER OR OTI-IER POWER EQUIPMENT
tU-llCH CUTS OR TEARS ROOTS SHALL TAKE PLACE WITI-IIN TI-IE '. r-=ES
CRITICAL ROOT ZClNE (CRZ).
ZONE OF r~OTECTION
. -(
J. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE Pl.ACE WITI-IIN TI-IE CR%.
2. NO STORAGE OF MATERIAl. SHALL BE ALl.OWED WITI-IIN TI-IE CRZ.
3. FENCING IS ONL Y REQUIRED ON NON-PAveD 6U~ACES TO PROTECT CRZ.
4.. FENCING WIl.L r-=MAIN IN PLANE UNTIl. INSTALLATION OF l.ANDSCAPING.
5. IFeRlGATION IN CRITICAL ROOT ZClNE OF . ra=E SHALl. BE HAND DUG.
JUL - 9 2008
Date Receiv~d:
Final 8ub~;t+'11
Schlesinger + Associates, Ltc.
LANDSCAPE ARCHITECTURE AND DESIGN
1801 Willamette St. - Suite 210 Eugene, Oregon 97401
Phone: (541) 743-0767
Fax: (541) 743-0769
Web: www.schlandscape.com
SCHLESINGER + ASSOCIATES ltC.,
LANDSCAPE ARCHITECTURE AND DESIGN
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS,
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHLESINGER + ASSOCIATES ltC"
LANDSCAPE ARCHITECTURE AND DESIGN.
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHALL
HOLD SCHLESINGER + ASSOCIATES llC"
LANDSCAPE ARCHITECTURE AND DESIGN HARMLESS,
PROJECT NAME:
Springfield Fire Station #16
.
.
.
.
.
REVISIONS
# Date
Description
SCALE
11 = 2(Z)1 - (Z)I CI)
- -
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(Z) 1(z) 2(z) 4(z)
PROJECT NAME Springfield Fire Station #16
PROJECT ADDRESS 6853 Main Street
Springfield, OR 97478
Site Review Package
PHASE
July 3,2008
DATE
FilE NAME
es
DRAWN BY
es
CHECKED BY
SHEET TITLE
Tree Preservation Plan
.
SHEET NUMBER
TP1
.
.
.
. SCHLESINGER
REOON
05r~ 0/02
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GENERAL NOTES
LEGEND
1. BASE INFORMATION PROVIDED BY KPFF Consulting Engineers
111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 - (503) 227-3251
,~r~,g:
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MArN =TflCEET - McKENZIE J.+IGJ.+WA'Y' (f-JIGJ.+WA'Y' 126 )
Schlesinger + Associates, u.c.
LANDSCAPE ARCHITECTURE AND DESIGN
2. SEE ELECTRICAL ENGINEER PLAN FOR ALL SITE LIGHTING, ELECTRICAL GENERATORS,
UTILITY VAULTS AND ELECTRICAL PANELS.
3. SEE CIVIL ENGINEER DRAWINGS FOR ALL GRADING, UNDERGROUND STORM WATER PIPING,
BACKFLOW DEVICE LOCATION, DOMESTIC WATER AND SEWER LOCATIONS.
4. VERIFY EXISTING ELEVATION WHERE NEW WORK ABUTS EXISTING TO REMAIN.
NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY
CONSTRUCTION.
5. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. .
REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT
CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY PROJECT MANAGER.
2j
BROOM FINISH CONCRETE
,;
11
PROPOSED CURe CUT AND APRON ,.-,
CONSTRUCT PER CITY OF Sr-~INGFIELD
CONSTFaJCTfON"STANDA~ D~ING 3-24.
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___4~_ __..........____
1801 Willamette St. . Suite 210 Eugene, Oregon 97401
Phone: (541) 743.0767
Fax: (541) 743-0769
Web: www.schlandscape.com
..___=~-"'c:::=.."':':::~
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PROPOSED VEGETATION
6. CLEANLY SAWCUT TREE ROOTS 1 FOOT INSIDE FACE OF NEW IMPROVEMENT,
WHERE TREES OR PLANT MATERIAL ABUT NEW CURBS, WALKS, OR PAVEMENT.
BARRICADE EXISTING TREES AND PLANT MATERIALS TO REMAIN FROM ABRASION
AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER
PRIOR APPROVAL BY LANDSCAPE ARCHITECT.
7. LANDSCAPE ARCHITECT WILL BE NOTIFIED 48 HOURS
IN ADVANCE OF ALL SITE INSPECTIONS.
8. ALL SITE WORK SHOULD BE DONE IN CORRELATION WITH THE GEOTECHNICAL
REPORT AND THE GEOTECHNICAL PLAN.
~
EXISTING TREES TO BE REMOVED
SCHLESINGER + ASSOCIATES llC.,
LANDSCAPE ARCHITECTURE AND DESIGN
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS.
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED. OR COPIED IN ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHLESINGER + ASSOCIATES llC"
LANDSCAPE ARCHITECTURE AND DESIGN.
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHAll
HOLO SCHLESINGER + ASSOCIATES llC.,
LANDSCAPE ARCHITECTURE AND DESIGN HARMLESS,
-
~
EXISTING TREES TO REMAIN
PROJECT NAME:
Springfield Fire Station #16
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE PHYSICAL LIMITS OF
AREA NEEDING TO BE CLEARED AND GRUBBED. ESTIMATES FOR CLEARING AND
GRUBBING SHOULD BE BASED ON ACTUAL SITE CONDITIONS.
.
0--0
SITE LIGHTING
SEE ELECTRICAL ENGINEER PLANS
FOR DETAILS AND SPECIFICA TrONS
.
t.
10. ALL LOCAL AND STATE CODES, REGULATIONS AND GUIDELINES TO BE FOLLOWED
AS THEY RELATE TO WORK PERFORMED WITHIN CREEK SETBACK AREAS. THE
FOLLOWING NOTES SERVE AS A GUIDELINE FOR WORKING IN THE CREEK RIPARIAN
AREA.
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.
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.
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_ _ _ _ _ SCHEDULE 40 PVC SLEEVE
- - - - - 4" UNLESS NOTED OTHERWISE
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1. THE LOCATIONS AND EXTENT OF PAVING TO BE STAKED BY CONTRACTOR'S
SURVEYOR AND APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION.
ANY NECESSARY ADJUSTMENTS MADE IN CONSULTATION WITH
THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
2. SUB- PAVING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES
(BUILDINGS, WALLS, ETC.) AT A 2% SLOPE FOR A DISTANCE OF 5 FEET. ALL PAVING
SHALL HAVE A MINIMUM SLOPE OF 1.25%.
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3. ALL SITE WORK SHOULD BE DONE IN CORRELATION WITH THE GEOTECHNICAL
REPORT AND THE GEOTECHNICAL PLAN.
SLEEVES
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1, SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS:
* SlEEVES TO BE SET 18" BELOW FINAL GRADE.
* SLEEVES EXTEND 8" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB.
* OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE
* WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE
LOCATIONS AT FACE OF WALKS AND CURBS.
2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC.
3. SLEEVE SIZES SHALL BE 4lf.
4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OFF ELECTRICAL AND
IRRIGATION SYSTEM.
REVISIONS
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# Date Description
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FENCING AND SCREENING
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CITY OF SPRINGFIELD DEVELOPMENT CODE SECTION 4.4-100 LANDSCAPING, SCREENING AND FENCE STANDARD REQUIREMENT
SECTION 4.4-110 I B3 - A FENCE OR A MASONRY WALL SHELL BE CONSTRUCTED TO PROVIDE A UNIFORM
SITE SCREEN.
b. ....A SLATTED CHAIN-LINK FENCE MAY BE APPROVED BY THE DIRECTOR.
THE SITE IS CURRENTLY OBSCURED BY BOTH A SOLID WOOD FENCE AND A SLATTED CHAIN-LINK FENCE. WHERE
POSSIBLE THE EXISTING FENCE WILL BE MAINTAINED OR REUSED, IN OTHER LOCATION A NEW SLATTED CHAIN-LINK FENCE
WILL BE CONSTRUCTED TO THE CITY OF SPRINGFIELD DEVELOPMENT CODE 4.4-100 REQUIREMENTS.
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PARKING (AUTOMOBilE and BICYCLE)
PROJECT NAME ,Springfield Fire Station #16
PROJECT ADDRESS 6853 Main Street
Springfield, OR 97478
TOTAL AUTOMOBILE PARKING REQUIRED
CITY OF SPRINGFIELD DEVELOPMENT CODE SECTION 4.6-125 - VEHICLE PARKING REQUIREMENT
BICYCLE PARKING
BICYCLE PARKING WAS DETERMINED AS 3 SHORT TERM PARKING SPACES AND ONE LONG TERM BICYCLE
PARKING TO BE LOCATED IN THE APPARATUS BAY.
Site Review Package
PHASE
July 3, 2008
DATE FilE NAME
es es
DRAWN BY CHECKED BY
AUTOMOBILE PARKING
PARKING PROVIDED FOR BOTH THE PUBLIC AND FIRE CREW. PARKING REQUIREMENT WAS DETERMINED FOR PUBLIC USE BY
CITY OF SPRINGFIELD PLANNING DEPARTMENT AND SET AT 4 PARKING SPACES WITH 1 A.D.A PARKING SPACE.
PROJECT AREA
SHEET TITLE
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ENCLOSURE DETAILS
SEE FENCE DETAILS FOR ALL TRASH ENCLOSURE
DETAILS INCLUDING FABRIC AND PRIVACY SLATS
, CONCRETE PAVING
SEE CIVIL ENGINEER DRAWINGS AND SPECIFICATIONS
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COLOR: DARK GREEN
INSTAlL PER MANUFACTURER SPECIFICATIONS
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SEE FENCE DETAILS FOR FENCE FABRIC AND
PRIVACY SLA TS- GATE INSERT
INDUSTRIAL DROP ROD
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COLOR: DARK GREEN
INSTALL PER MANUFACTURER SPECIFICATIONS
ENCLOSURE DETAILS
SEE FENCE DETAILS FOR ALL TRASH ENCLOSURE
DETAILS INCLUDING FABRIC AND PRIVACY SLATS
, CONCRETE PAVING
SEE CIVIL ENGINEER DRAWINGS AND SPECIFICATIONS
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Date Received:
'JUL - 9 2008
Fi;nal Submittal
Schlesinger + Associates. Ltc.
LANDSCAPE ARCHITECTURE AND DESl(iN
1801 Willamette St. - Suite 210 Eugene, Oregon 97401
Phone: (541) 743-0767
Fax: (541) 743-0769
Web: www.schlandscape.com
SCHLESINGER + ASSOCIATES LLC"
LANDSCAPE ARCHITECTURE AND DESIGN
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PLANS,
THESE PLANS ARE NOT TO BE REPRODUCED.
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHLESINGER + ASSOCIATES LLC,.
LANDSCAPE ARCHITECTURE AND DESIGN,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY. THE THIRD PARlY SHALL
HOLD SCHLESINGER + ASSOCIATES lLC"
LANDSCAPE ARCHITECTURE AND DESIGN HARMLESS.
PROJECT NAME:
Springfield Fire Station #16
.
.
.
.
.
REVISIONS
# Date
Description
SCALE
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PROJECT NAME
PROJECT ADDRESS
Springfield Fire Station #16
Main Street
Springfield, OR
Permit Set
PHASE
May 30, 2008
DATE
es
DRAWN BY
FILE NAME
es
CHECKED BY
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