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1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS'OF ALL UTILITIES PRIOR TO CONSTRUCTION, TO DETERMINE IN ' I . . . I 1 _11�
THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT. THECONTRACTOR 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULTS FORN�ARDED TO THE LANDSCAPE ARCHITECT FOR REVIEW AND I I �,,�
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SHALL CALL UTILITY PROTEC11ON SERVICE 72 HOURS PRIOR TO CONSTRUCTION. I ACCEPTANCE PRIOR TO PURCHASE. SOIL TESTS SHALL ANALYZE FOR LANDSCAPE suirABILITY 0 1 MAHONIA AQUIFOLIUM 3 GAL. @ .. ;
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2. CONTRACTOR TO VERIFY LIMITS OF WORK BEFORE STARTING AND EXAMINE FINISH SURFACE,'GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT COMPOST, TOPSOIL, FER11LIZER PER SOIL ANALYSIS RECOMMENDATIONS. ' ' I I I I I
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START ANY WORK UNTILUNSATISFACTORY COND11IONS HAVE BEEN,CORRECTED. I I 1. � 11 I � 11 I ROSA NOOTXANA I I GAL. @ 31-60 O.C. 25 REFER TO DETAILS 2,5 & 6 I SHEEET L3.0 I I
1 i I I I � �' I � I I �� �, ,� I is. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM -THE LANDSCAPE ARCHITECT PRIOR TO 0 I I I I I � I;: I �;
3. CONTRACTOR TOREPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH �PLAN$JRWRI NOOTKA ROSE � I . I i ,I � �
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4. REMOVE EXISTING WEEDS FROM PkOJ1ECT,SIt9 0`-k4 DDITION OF 01 I MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT � �,
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I FERTILIZER PERTHE RECOMMENDATIONS OF",tjH ''; L,,:i��'NAL' Sl `140M fh�SlTjt �,:t, `�: 0�'_ I .� I � MATERIALS THAT ARE, N COMPLIANCE WITH THE DRAWINGS. � GROUNDCOVERS . � I I . I CHECKED BY. JRS, ,; I
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6. ALL TREE AND SHRUB PLANT MAS*�SES T6,: � ii, 6 k" � �. '' ''I I li:t�li�__Ai;,. , ,�, , " ; TALL ,,,�! � �, 1, ANYW I . I I L BE , ESP NSI LE TO SECURE ALL PLANT MATERIAL IN THE SIZE SOECIFIED ON PLAN PRIOR TO INSTALLATION., IN THE I . I I � . I I
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8. CONTRACTOR TO FINE GRADE AND ROCK -HOUND TURF AREAS PRIOR TO SEEDING, TO PROVIDE A SMOOTH AND ' PREVENT EROSION OR. MOVEMENT OF SOIL FROM SLOPES.'THIS COULD INCLUDE, BUT 140T LIMITED TO, �ROSION CONTROL FABRIC, STAKING, � I I SEDGE I RUSH MIX 4" POT @ 408 SF . REFER TO DETAIL I I SHEET L&O I ''I "I
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IRREGULARITIES (BUMPS OR DEPRESSIONS) a EXTRANEOUS MATERIAL OR DEBRIS. � I I �. - I CONTINUAL SURFACE, FRE I E,OF' � NETTING, AND STRAW WATTLES. SUBMIT METHOD bF SLOPE STABILIL�TION TO LANDSOAPE ARCHITECT 0OR REVIEW AND WRITTEN APPROVAL I � I 50% CAREX STIPATA � I V-O"O.C. 204 PLANTS I SHEETTffLF- , :
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I I . � I I I I .30 DAYSPRIOR TO IMPLEMENTATION. 11 . I I . I � I . . I .� I I I 50% JUNCUS PATENS I 1 102 EACH , Ft�r_ W,P4 Tvp-zl 506-oqq ,,__ I
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9. QUANTITIES SHOWN ARE INTENDED TO ASSISt CONTRACTOR IN EVALUATING THEIR OWN'TAKE OFFS ANDARE NOT GUARANTEED AS ACCURATE , , I I � I I I I "I 4$ � I I 11, LANDSCAPE '',
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REPRESENTATIONS OF FINAL QUANTITIES OR MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS REQUIRED BY THE ' 18. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHitEcr, IN WRITING, IF IT IS BELIEVEDTHE PLANT MATERIAL 0 1 1 1. .�. . � '
I �� IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE ORMAY DIE. SUBSTITUTION REQUESTS WILL BE GRANTED BY THE LANDSCAPE QUIREMENTS., I Viscomi C"a,t�c- -
PLANS AND SPECIFICATIONS. IF THERE IS A DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF , I RAINGARDEN PLANT RE . -
I I I I I . I -
I
GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. , I I I I i I . I PLANTING '�
I
I . � I � I , ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF NOTIFICATIONIS NOT GIVEN TO THE LANDSCAPE ARCHITECT ALL PL NG RAINGARDEN W: I RAINGARDEN'B':
I I I - ANTI � I
I
. r I I - � WHICH FAILS TO GROW (EXCEPT FOR ANY DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, � - I ,
I
10. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. ; I I . � . . F Date Rec;eived�, I
� � I I I I I I NEGLECT OR VANDALISM) SHALLBE REPLACED BY THE, CONTRACTOR AT THE CONTRACTORS EXPENSE. I � I � TREATMENT AREA = 300 SIF . �, TREATMENT AREA= 408 SI I I I
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11. CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES b � I � I . . . . I I
URING CONSTRUCTION WITHOUT THE -EXPRESS WRITTEN CONSENT OF THE LANDSCAPE , . I I � . � Planner: AL 4��, 'PLAN - ,�j
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ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. I I 191. N01IFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ME ENCOUNTERED, SUCH AS RUBBLE, - , I . � I -
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EXISTING OVERHEAD UTILITIES OR CONFLICT, WITH EXISTING TREE CA I NOPIES, NOTIFY . I I I 11 FILL, POOR PLANTING SOIL, ADVERSE� DRAINAGt CONDITIONS., OR OBSTRUCTIONS, PRIOR TO PLANTING. � I c' ' I I 1
12. WHEN PROPOSED� TREE LOCATIONS OCCUR UNDER I . I I . I SHRUBS: I ,SHRUBS: SHMT NUMBM I I
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LANDSCAPE ARCHITECT IN WRITING, REQUESTING ADJUSTMENT TO TREE LOC ATIONS. I I �, I r - I 1� ". r I I I I I I 11 I REQUIRED = (2) 3 GAL. & (6) 1 GAL. PER 1 00, SF. I REQUIRED = (2) 3 GAL. & (6) 1 GAL. PER 1 00 SF., _:
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� I I . I I � I I I I I . 11 , � I I : 120. PLANTING RESTRICTIONS - PLANTING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS OTHERWISE APPROVED IN WRITING: I ,-
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13. INSTALLATION CONTRACTOR SHALL MAINTAIN TREES, SHRUBS, -LAWNS AND OTHER PLANTS FORA PERIOD OF ONE YEAR (365 DAYS) UNLESS , I A. COLD WEATHER' LESS THAN 32 DEGREES FAHRENHEIT , . I I . I . I � I PROPOSED = (6) 3 GAL. & (I 8) 1 GAL. PROPOSED = (9) 3 GAL. & (25) I GAL. ,, : I I I I � I�:
I I . I . I I . I I ,I
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OTHERWISE DIRECTED BY THE OWNER. THE LANDSCAPEMAINTENANCE PERIOD BEGINS IMMEDIATELY AFTkk INST ALLATION AND WRITTEN � I ' I ' � B. HOT WEATHER. GREATER THAN 90 DEGREES FAHRENHEIT ,. I I � . 1� I . , I � 11 � I I 11
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NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHI . " 11 ; I .1 � � I 11 �. '�,_ , , . I I I I I I � . I � � ' ' �1'1
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, I ; , _ " . I "I , ; D. WINDY.WEATHER: WIND VELOC171ES GRIEATER Irl. 20 M.P.H. , I
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1 � �, � ',!, " I ., � � I - I . � ''I - I— , � I . I I . I � I . � 1,
� I : I ,:" ::1" � . -1 � �i , .�: .:1, -1 ,� ,:, ,; 1 �: ", �� I �,� � A � I . � -11 _ I I I -LIKE PLANTS -LIKE,PLANTS
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I . � _1 � I- ; I! � , I �, ,,-,, � ',;�', �� I , I �7� , :__�,1,1� :�;,111 ,� ,'' ,::`.,��-,�,�-,,_,� ,, , I 1�tl:,�,�,� �,, ��: I I I
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8
5 @ 1.310%
.4
BASINC (SDC13#2
BASIN D
LL:W�6
2
8 25.7LF 29.8LF 4 (5 SSCB#1
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3
1 3, @ 1.10% 4 5.51-F 8 15.7LF SSC I SDMH#1
11 3LF
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-BAS1NA-` SQ. FT
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SDDI#1 FFE: 465.80
SITE 0.83 AC.
3
BASIN B
14
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A- I A�
I A -1 A4
LEGEND
- EXISTING BOUNDARY LINE
- PROPOSED CURB LINE
- EXISTING RIGHT OF WAY LINE
- PROPOSED STORMWATER FACILITY
- EXISTING LOT LINE
- PROPOSED STRIPING
- - - - - - - - - - EXISTING EASEMENT LINE
- PROPOSED CONCRETE SURFACE
- EXISTING CURB LINE
- UNDERGROUND GAS LINE
- BUILDING FACE
- PROPOSED INTEGRALLY COLORED
- UNDERGROUND ELECTRICAL
BLACK CONCRETE SURFACE
W- - UNDERGROUND WATER LINE
- - - - - - PROPOSED SAWCUT LINE
ss- - SANITARY SEWER LINE
=Wnlmwm=:� - PROPOSED STORM LINE
SD-
- STORM DRAINAGE LINE
PROP SEDIRRIUAIIUNUUUt5Lr-Urlr-UMVP.LV=Ao�or-MOL.1r.
RIM: 464."
PROPOSED STORM CATCHBASIN
OHW-
- OVERHEAD WIRE
UD
PROPOSED STORM MANHOLE
- G-
- UNDERGROUND GAS LINE
IE OUT (WNW) 457.93
RIM: 464.25
1 46 1
IE IN (8"N) = 461.33
SDCO#2
PROPOSED STORMFILTER CATCHBASIN
- EXISTING CONCRETE SURFACE
PROPOSED RIP RAP
5
- GAS METER
PROPOSED SANITARY LINE
SSC
0
- PROPOSED SANITARY CLEANOUT
0
- SANITARY SEWER CLEANOUT
0
- PROPOSED SANITARY CATCHBASIN
RIM: 462 95
- SANITARY SEWER MANHOLE
w
- PROPOSED WATER LINE
- CATCH BASIN
G
- PROPOSED GAS LINE
91
- CATCH BASIN - TRAPPED TYPE
APROPOSED
0
- STORM DRAIN MANHOLE
RIM: 463.74
PROPOSED WATER LINE CONNECTION. CONNECT TO EXISTING WATER METEF;L
-6-
- FIRE HYDRANT
IE OUT (6 "S) 460-00
EB
- WATER METER BOX
A
e
- WATER VALVE
PROP6SED105LF OF 1.6' COPPER WATER LINE.
M
- STREET LIGHT JUNCTION BOX
SSCO#1
93>
- SHOEBOX LIGHT (SINGLE)
13
- ELECTRIC METER
RIM: 463.67
-0-
- UTILITY POLE
IE IN (WE) = 458.96
IE OUT (8"S) 461.61
- SIGNAL POLE
PROPOSED NATURAL GAS LINE BUILDING CONNECTION.
a44-
- SIGNAL POLE WITH STREET LIGHT
- TRAFFIC SIGNAL jUNCTION BOX
0
- TELEPHONE RISER
BO
0
- BOLLARD
- GATE POST
- SIGN POST
0
DECIDUOUS TREE
SANITARY SEWER NOTES
PROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY
DATA TABLE BELOW FOR MORE INFORMATION.
C) PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65.
(a3 ) PROPOSED 6- Pvc sANrrARY,LINE. SEE PLAN FOR LENGTH AND
SLOPE.
CD PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60.
GD PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY. DATA
TABLE BELOW FOR MORE INFORMATION.
STORM NOTES
(D PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF.
PLANTER BOTTOM ELEVATION: 462.45.
PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF,
PLANTER BOTTOM ELEVATION: 462.60.
PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
4 PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER CATCH BASIN (I CARTRIDGE). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED ROOF/CANOPY DRAIN CONNECTION. IE: 462.30.
PROPOSED W C900 STORM LINE. SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED 80 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW
FOR MORE INFORMATION.
8 PROPOSED 60 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
CONNECT TO PUBLIC STORM LINE.
STORM SUMMARY
IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF
BASIN A (RAIN GARGEN) 6,787 SF (32.3%)
BASIN B (RAIN GARGEN) 5,566 SF (26.5%)
BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) 5,948 SF (28.3%)
BASIN D (STORMFILTER CATCHBASIN) 2,704 SF (12.9%)
ROOF AND CANOPY (TREATED BY STORMFILTER MANHOLE) 5,007 SF
SCALE. Vt--20FEET
20 10 0 20
a
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Date
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. Planner AL
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH
OAR 952-001-0090. U MAY OBTAI PIES OF THE RULES
BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS
(503) 232-1987).
OREGON UTILITY
NOTIFICATION CENTER
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TlEL'(ffl3)419-ZW FAX(5W)419-2=
_ww.cardnoxorn
PROFESSIONAL SEAL',
I hereby certify thd this
dra-9, plan, DPRO t,
specificam. or report
was prepared by rffmw or
supervision and that 1 5
under my direct
a duty registered
Archilect (or Enoineer,
der the
respectrVely) un G
laws of the State of which
govern #46 project. IL 11
WARNING: per LAW No 1;0e�, 7HEW
person may after those S
documents unless person
is, *or under the drect
supervision of" the 7 -
licensed architect (or EXPIRES: 06/30/2014
Engineer, respectriely).
fincluduVallcopyn"] ReqWWWon No: 80059K
l. PROPOSED NEW
CONSTRUCTION FOR:
OEM
KeyBank
1625 Mohawk Blvd.
Springfield, OR 97477
0 --�KEY PLAN
" W
aSC52 N _T
APPROVAL:
No. Date Desoripfiorl
CD, REVISIONS:
No. Date Descriplim
I
I
DRAWN BY: KDD
CHECKED BY: JRS
JOBNUMBER: 12M7.00
DRAWING
-PHASE: DEVELOPMENT DESIGN
SHEETME:
COMPOSITE
UTILITY
PLAN
SHEEr NUMBER:
C4nO
SSCO#2
PROP SEDIRRIUAIIUNUUUt5Lr-Urlr-UMVP.LV=Ao�or-MOL.1r.
RIM: 464."
SDD1#2
RIM: 464.63
IE IN (8"W) = 458.40
IE IN (6"SE) 457.93
IE OUT (WE) 458.40
SDMH#1 (2 CARTRIDGES)
IE OUT (WNW) 457.93
RIM: 464.25
IE IN (8"N) = 461.33
SDCO#2
IE IN (8"SW) = 461.33
RIM: 464.75
IE IN (8"S) = 459.72
IE IN (V*E) = 459.172
IE OUT.(O"W) 459.72
SANITARY DATA TABLE
STORM DATA TABLE,
WATER NOTES
NATURAL GAS NOTES
RIM: 462 95
SSCB#1
SDCB#1 (I CARTRIDGE)
APROPOSED
RIM: 464.15
RIM: 463.74
PROPOSED WATER LINE CONNECTION. CONNECT TO EXISTING WATER METEF;L
GAS LINE CONNECTION. CONNECT TO EXISTING GAS VALVE.
IE OUT (6 "S) 460-00
IE OUT (8"W) 459.98
A
PROP6SED105LF OF 1.6' COPPER WATER LINE.
2 PROPOSED 1.6"GAS LINE.
SSCO#1
SDCB#2
RIM: 464.73
RIM: 463.67
IE IN (WE) = 458.96
IE OUT (8"S) 461.61
PROPOSED DOMESTIC WATER LINE BUILDING CONNECTION.
PROPOSED NATURAL GAS LINE BUILDING CONNECTION.
IE OUT (6"W) = 458.96
SANITARY SEWER NOTES
PROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY
DATA TABLE BELOW FOR MORE INFORMATION.
C) PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65.
(a3 ) PROPOSED 6- Pvc sANrrARY,LINE. SEE PLAN FOR LENGTH AND
SLOPE.
CD PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60.
GD PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY. DATA
TABLE BELOW FOR MORE INFORMATION.
STORM NOTES
(D PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF.
PLANTER BOTTOM ELEVATION: 462.45.
PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF,
PLANTER BOTTOM ELEVATION: 462.60.
PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
4 PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER CATCH BASIN (I CARTRIDGE). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED ROOF/CANOPY DRAIN CONNECTION. IE: 462.30.
PROPOSED W C900 STORM LINE. SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED 80 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW
FOR MORE INFORMATION.
8 PROPOSED 60 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
CONNECT TO PUBLIC STORM LINE.
STORM SUMMARY
IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF
BASIN A (RAIN GARGEN) 6,787 SF (32.3%)
BASIN B (RAIN GARGEN) 5,566 SF (26.5%)
BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) 5,948 SF (28.3%)
BASIN D (STORMFILTER CATCHBASIN) 2,704 SF (12.9%)
ROOF AND CANOPY (TREATED BY STORMFILTER MANHOLE) 5,007 SF
SCALE. Vt--20FEET
20 10 0 20
a
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Date
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. Planner AL
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH
OAR 952-001-0090. U MAY OBTAI PIES OF THE RULES
BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS
(503) 232-1987).
OREGON UTILITY
NOTIFICATION CENTER
1-800-332-2344
0 IF, T,
vocon,
3142 PROSPECT AVENUE
CLEVELAND, OH
44115 - 2612
T 216. 588. 0800
866. 787. 7021
F 216.588.0801
vocon@vocon.com
.WOP,KLEY Archifecfs. Inc
P/B/A
vocone architecture
C07) coand"a
Shaping the Future
PORTLAND
6415 SW WESTCATE DR WE 100, PORTLAW. OR OM
TlEL'(ffl3)419-ZW FAX(5W)419-2=
_ww.cardnoxorn
PROFESSIONAL SEAL',
I hereby certify thd this
dra-9, plan, DPRO t,
specificam. or report
was prepared by rffmw or
supervision and that 1 5
under my direct
a duty registered
Archilect (or Enoineer,
der the
respectrVely) un G
laws of the State of which
govern #46 project. IL 11
WARNING: per LAW No 1;0e�, 7HEW
person may after those S
documents unless person
is, *or under the drect
supervision of" the 7 -
licensed architect (or EXPIRES: 06/30/2014
Engineer, respectriely).
fincluduVallcopyn"] ReqWWWon No: 80059K
l. PROPOSED NEW
CONSTRUCTION FOR:
OEM
KeyBank
1625 Mohawk Blvd.
Springfield, OR 97477
0 --�KEY PLAN
" W
aSC52 N _T
APPROVAL:
No. Date Desoripfiorl
CD, REVISIONS:
No. Date Descriplim
I
I
DRAWN BY: KDD
CHECKED BY: JRS
JOBNUMBER: 12M7.00
DRAWING
-PHASE: DEVELOPMENT DESIGN
SHEETME:
COMPOSITE
UTILITY
PLAN
SHEEr NUMBER:
C4nO
SSCO#2
PROP SEDIRRIUAIIUNUUUt5Lr-Urlr-UMVP.LV=Ao�or-MOL.1r.
RIM: 464."
SDD1#2
RIM: 464.63
IE IN (8"W) = 458.40
IE IN (6"SE) 457.93
IE OUT (WE) 458.40
SDMH#1 (2 CARTRIDGES)
IE OUT (WNW) 457.93
RIM: 464.25
IE IN (8"N) = 461.33
SDCO#2
IE IN (8"SW) = 461.33
RIM: 464.75
IE IN (8"S) = 459.72
IE IN (V*E) = 459.172
IE OUT.(O"W) 459.72
SDDI#1
RIM: 462 95
SANITARY SEWER NOTES
PROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY
DATA TABLE BELOW FOR MORE INFORMATION.
C) PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65.
(a3 ) PROPOSED 6- Pvc sANrrARY,LINE. SEE PLAN FOR LENGTH AND
SLOPE.
CD PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60.
GD PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY. DATA
TABLE BELOW FOR MORE INFORMATION.
STORM NOTES
(D PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF.
PLANTER BOTTOM ELEVATION: 462.45.
PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF,
PLANTER BOTTOM ELEVATION: 462.60.
PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
4 PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER CATCH BASIN (I CARTRIDGE). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED ROOF/CANOPY DRAIN CONNECTION. IE: 462.30.
PROPOSED W C900 STORM LINE. SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED 80 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW
FOR MORE INFORMATION.
8 PROPOSED 60 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
CONNECT TO PUBLIC STORM LINE.
STORM SUMMARY
IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF
BASIN A (RAIN GARGEN) 6,787 SF (32.3%)
BASIN B (RAIN GARGEN) 5,566 SF (26.5%)
BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) 5,948 SF (28.3%)
BASIN D (STORMFILTER CATCHBASIN) 2,704 SF (12.9%)
ROOF AND CANOPY (TREATED BY STORMFILTER MANHOLE) 5,007 SF
SCALE. Vt--20FEET
20 10 0 20
a
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Date
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. Planner AL
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH
OAR 952-001-0090. U MAY OBTAI PIES OF THE RULES
BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS
(503) 232-1987).
OREGON UTILITY
NOTIFICATION CENTER
1-800-332-2344
0 IF, T,
vocon,
3142 PROSPECT AVENUE
CLEVELAND, OH
44115 - 2612
T 216. 588. 0800
866. 787. 7021
F 216.588.0801
vocon@vocon.com
.WOP,KLEY Archifecfs. Inc
P/B/A
vocone architecture
C07) coand"a
Shaping the Future
PORTLAND
6415 SW WESTCATE DR WE 100, PORTLAW. OR OM
TlEL'(ffl3)419-ZW FAX(5W)419-2=
_ww.cardnoxorn
PROFESSIONAL SEAL',
I hereby certify thd this
dra-9, plan, DPRO t,
specificam. or report
was prepared by rffmw or
supervision and that 1 5
under my direct
a duty registered
Archilect (or Enoineer,
der the
respectrVely) un G
laws of the State of which
govern #46 project. IL 11
WARNING: per LAW No 1;0e�, 7HEW
person may after those S
documents unless person
is, *or under the drect
supervision of" the 7 -
licensed architect (or EXPIRES: 06/30/2014
Engineer, respectriely).
fincluduVallcopyn"] ReqWWWon No: 80059K
l. PROPOSED NEW
CONSTRUCTION FOR:
OEM
KeyBank
1625 Mohawk Blvd.
Springfield, OR 97477
0 --�KEY PLAN
" W
aSC52 N _T
APPROVAL:
No. Date Desoripfiorl
CD, REVISIONS:
No. Date Descriplim
I
I
DRAWN BY: KDD
CHECKED BY: JRS
JOBNUMBER: 12M7.00
DRAWING
-PHASE: DEVELOPMENT DESIGN
SHEETME:
COMPOSITE
UTILITY
PLAN
SHEEr NUMBER:
C4nO
IE OUT (&*N) 460.46
SDD1#2
RIM: 463.10
IE OUT (6 "N) 459-74
SDMH#1 (2 CARTRIDGES)
RIM: 464.25
IE IN (8"N) = 461.33
IE IN (8"SW) = 461.33
IE OUT (8"E) 459.03
SANITARY SEWER NOTES
PROPOSED SANITARY SEWER CATCH BASIN. SEE SANITARY
DATA TABLE BELOW FOR MORE INFORMATION.
C) PROPOSED PUBLIC SANITARY SEWER CONNECTION, IE: 457.65.
(a3 ) PROPOSED 6- Pvc sANrrARY,LINE. SEE PLAN FOR LENGTH AND
SLOPE.
CD PROPOSED SANITARY SEWER BUILDING CONNECTION, IE: 460.60.
GD PROPOSED SANITARY SEWER CLEANOUT. SEE SANITARY. DATA
TABLE BELOW FOR MORE INFORMATION.
STORM NOTES
(D PROPOSED RAIN GARDEN A. FACILITY SURFACE AREA 486 SF.
PLANTER BOTTOM ELEVATION: 462.45.
PROPOSED RAIN GARDEN B. FACILITY SURFACE AREA 495 SF,
PLANTER BOTTOM ELEVATION: 462.60.
PROPOSED PLANTER OVERFLOW. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
4 PROPOSED TRAPPED CATCH BASIN. SEE STORM DATA TABLE
BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER MANHOLE (2 CARTRIDGES). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED STORMFILTER CATCH BASIN (I CARTRIDGE). SEE
STORM DATA TABLE BELOW FOR MORE INFORMATION.
PROPOSED ROOF/CANOPY DRAIN CONNECTION. IE: 462.30.
PROPOSED W C900 STORM LINE. SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED 80 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
PROPOSED STORM CLEANOUT. SEE STORM DATA TABLE BELOW
FOR MORE INFORMATION.
8 PROPOSED 60 PVC STORM LINE SEE PLAN FOR LENGTH AND
SLOPE.
CONNECT TO PUBLIC STORM LINE.
STORM SUMMARY
IMPERVIOUS AREA (WITHOUT BUILDING) 21,005 SF
BASIN A (RAIN GARGEN) 6,787 SF (32.3%)
BASIN B (RAIN GARGEN) 5,566 SF (26.5%)
BASIN C (CATCHBASIN TO STORMFILTER MANHOLE) 5,948 SF (28.3%)
BASIN D (STORMFILTER CATCHBASIN) 2,704 SF (12.9%)
ROOF AND CANOPY (TREATED BY STORMFILTER MANHOLE) 5,007 SF
SCALE. Vt--20FEET
20 10 0 20
a
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES Date
ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. Planner AL
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH
OAR 952-001-0090. U MAY OBTAI PIES OF THE RULES
BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS
(503) 232-1987).
OREGON UTILITY
NOTIFICATION CENTER
1-800-332-2344
0 IF, T,
vocon,
3142 PROSPECT AVENUE
CLEVELAND, OH
44115 - 2612
T 216. 588. 0800
866. 787. 7021
F 216.588.0801
vocon@vocon.com
.WOP,KLEY Archifecfs. Inc
P/B/A
vocone architecture
C07) coand"a
Shaping the Future
PORTLAND
6415 SW WESTCATE DR WE 100, PORTLAW. OR OM
TlEL'(ffl3)419-ZW FAX(5W)419-2=
_ww.cardnoxorn
PROFESSIONAL SEAL',
I hereby certify thd this
dra-9, plan, DPRO t,
specificam. or report
was prepared by rffmw or
supervision and that 1 5
under my direct
a duty registered
Archilect (or Enoineer,
der the
respectrVely) un G
laws of the State of which
govern #46 project. IL 11
WARNING: per LAW No 1;0e�, 7HEW
person may after those S
documents unless person
is, *or under the drect
supervision of" the 7 -
licensed architect (or EXPIRES: 06/30/2014
Engineer, respectriely).
fincluduVallcopyn"] ReqWWWon No: 80059K
l. PROPOSED NEW
CONSTRUCTION FOR:
OEM
KeyBank
1625 Mohawk Blvd.
Springfield, OR 97477
0 --�KEY PLAN
" W
aSC52 N _T
APPROVAL:
No. Date Desoripfiorl
CD, REVISIONS:
No. Date Descriplim
I
I
DRAWN BY: KDD
CHECKED BY: JRS
JOBNUMBER: 12M7.00
DRAWING
-PHASE: DEVELOPMENT DESIGN
SHEETME:
COMPOSITE
UTILITY
PLAN
SHEEr NUMBER:
C4nO