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'- REMOVE
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NOTES:
ALL CATCH BASINS AND AREA DRAINS
TO BE GIBSON STEEL OR APPROVED EQUAL.
FRAME & GRATE
MA TCH RIM TO DITCH FL
FRAME & GRATE
TOP =: 483.5
CURB &.
GUTTER
/,484.05
f~_ AC PAV
SWALE & 4"
PIPE FL =: 483.0
SW ALE FL 482.5
1L21%. --.....
.. 0 i 8.0%
i
EL, 484.30
!
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CURB &.
GUTTER
AC PAY
2:1 MAX SLOPE
- TOP 8' RISER - 483.0
(OVERFLOw)
Co
<6
4' SWALE OUTLET
FL 4832
8' PVC OUTLET
---t:::>- TO IS' PUBLIC STM
IN 44TH ST.
FL . 481.3
MODEL GCBI0-36HB
OR APPROVED EQUAL.
MODEL GDI-IO-HB
OR APPROVED EQUAL.
CB BOTTOM 479.0
EL,485.0 em
~
CA TCH BASIN (PARKING LOT)
SLOPED AREA DRAIN
(SWALE INLET)
CA TCH BASIN/AREA DRAIN DETAILS
NO SCALE
11.5'
8' SWALE WIDTH
1
~ 15,8%
l.3% ~
R - 5.0' i
I
i
3,0'
20'
BOT.
3,0'
25'
SEE LANDSCAPE PLAN
FOR PLANTING DETAILS
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SITE DEVELOPMENT PLAN
ASSESSOR'S MAP 17 02 32 31, TL 100
SPRWGnEL~ LANE COUNT~ OREGON
JANUARY 16, 2009
7,0'
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EX Te = 484,31
EX BC EL 483,81
LIP=483.87
Illh
NEW CB
SEE NOTE 3.
RIM 483.75
4" FL OUT 483.2
OWNER: CRUZ SUZAN F AYE
TAX MAP: 17023231
TAX LOT: 400
ZONING: MDR
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l------~.t------~-r
--- --.UI""1
\ SSCO
UTBJTY POLE ~
REMOVE '-./\, -
~'\
REMOVE
NEW 7.0' TYPE "Aft
PUE CURB
EX EL 483,9
@ PROPERTY
CORNER
EL. 484.20
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BEGIN SWPLE
FL 483,0
OWNER: LANDIS CAROLINE E.
TAX MAP: 17023231
TAX LOT: 1913
ZONING: MDR
~I~
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10" BRCH
EI-, 485.0
EX PWR POLE
EL.484.43
EX TC = 484.44
EX BC EL 483.94
L1P-484.00
A
EL..,484.1G
10.0'
OWNER: BERGSTROM LEROY I
TAX MAP: /7023231
TAX LOT: 1914
ZONING: CC
,?L..OPED AREA DRAIN
(,?W AL..E INI-ET)
I-OW RIM 482.5
HI6H RIM 483.5
8- FI- OUT 481.3
EX EL 483.42 TEL R1S
@ PROPERTY (TWO)
CORNER
SECTION A-A
44TH ST
ACCESS
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I MATCH
liDO NOT
I ENTER" SIGN
0= _-=<_ _ __ _1_-= _~ _-= _~ _= _~ _ ~-! __~~B:~:~:_
COMMUNITY COMMERCIAL (CC)
0.58 AC
800 CUBIC YARDS
605 CUBIC YARDS
SEVEN (7) - 9' X 18' SPACES
(INCLUDES I - 91 X 18' HC SPACE
WITH 8' WIDE ACCESS AISLE)
LOTS I, 2, AND 3, BLOCK I OF THE PLAT OF HOLLYSON, AS PLATTED
AND RECORDED IN BOOK 13, PAGE 3, LANE COUNTY OREGON PLAT RECORDS,
AND THE EASTERLY 60.72 FEET OF LOT 15, FISHER'S PLAT, AS PLATTED
AND RECORDED IN FILE 73, SLIDES 173-174, LANE COUNTY OREGON PLAT
RECORDS, IN LANE COUNTY OREGQN,
TYPICAL BIOSWALE CROSS-SECTION
NO SCALE
VERIFY LAYOUT WITH DESIGN BY EACH UTILITY
(NW NA T GAS. OWEST. SUB. COMCAST CABLE)
FINISH SURF ACE
=111=111 III III
24- MIN - In
OR AS _ - - ~/4. - O. CRUSHED
REO'O =111= =111= ROCK B^CKAU. IN
=111= . : . :: : : : -:. ~::: '. - - PIPE ZONE & TO TOP
_ - _ ::: :-...... 36", ::'. ;:.:. =IH= OF TRENCH.
- -. . . . -... . .:' .. . . ~"',: . :. III
WHEEL BUMPERS
WALK - ..:4 -PCC ON /" CR
FLUSH WITH AC
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3" SCHDAO ELEC. ' . _ _
OPTIONAL LOCATION . = r GAS LINE PER
IF SERVICE IS TO BE NW NAT. GAS CO.
FROM HARLOW ~ NOT
AS SHOWN FROM POLE 1-1/4- SCHOAO PVC WTR URR)
AT SW CORNER. 1-1/4" SCHDAO PVC WTR (BLOG SERVJ
2- MIN. OF
BEDDING SAND 3- SCHOAO PVC PHONE
OR PEA ROCK 2" SCHDAO PVC CATV
2- SCHDAO PVC SPARE
PIPE SIZE. LOCATION. DEPTH
SUBJECT TO CHANGE PER
UTILITY DESIGN
ALSO SEE APW A STD DWG.
NO. 301. AUG, 1996
SECTION
C-c
SECTION
B-B
SIDEWALK AT BUILDING
NO SCALE
TYPICAL JOINT TRENCH
NO SCALE
-. -'~' -' -' -EX6"WAm?UNE:
~ 44TH STREET
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DOUBLE CHECK VALVE ASSEMBLY
PER SUB DWG FFIlDE46
DOMESTIC SERVICE
-------------------------------
EX WM
REPLACE BOX
AS NECESSARY
j
PLANTER
NEW UTILITY CONNECTIONS
c=PER UTIUTY CO.
------
NEW UTILITIES
, --=.: -:-=.:..:. -:-=.: . PERTRENCH
SCHDAO PVC DETAIL B - B
PRIV. DOM, SERVICE
LL S~H.!?:i2..PYC
WATER
ABOVE GROUND HOUSING
FOR BACKFLOW PREVENTION
DEVICES PER SUB DWG FFlIDE46
SITE SUMMARY
NEW BUILDING
SITE ZONING:
DEVELOPMENT SITE AREA
ESTIMATED CUT:
ESTIMATED FILL:
AUTO PARKING:
~N
--
DOUBLE CHECK VALVE ASSEMBLY
PER SUB DWG FFIlDE46
IRRIGATION SYSTEM
ALL WATER SYSTEM IMPROVEMENTS MUST
BE INSTALLED PRIOR TO FINAL OCCUPANCY
AND SHALL COMPL Y WITH ALL RELEVANT
SUB WATER DIVISION STANDARDS.
LEGAL DESCRIPTION:
WATER & UTILITY SERVICE DETAIL
NO SCALE
SCALE:
I" - 10'.
.
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EX EL 484,25
@ PROPERTY
CORNER
BE6.C$6
FL. EI-.. 484.10
a~
~VG~
~ <b EX 7,0' PUE...,I
I}.
.! NEW CONC.
r VALLEY
~ t' GUTTER
.'I~ ,
I!'\ .
<::).
.L.
7.0'
OWNER: DOMINGUEZ MARTIN
TAX MAP: 17023231
TAX LOT: 1915
ZONING: CC
TYPE BAli
CURB
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485.7
'TRUCK EXIT ONL Y"
& "RIGHT TURN
ONL Y" SIGNS
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EX EL 483.99
@ PROPERTY
UNE
EX SAN MH
RIM 484.59'
DEPTH 14'
-E-
EX GUTIER
EL, 483.91
EX GUTTER
EL 484.14
EX GUTTER
EL. 484.53
MH WW
RIM: 485.29'
DEPTH 5'
AL CAP OSHD
EL 48513
,~,
/~--',,-
lo&l~
LEGEND
------------- SUBJECT PROPERTY LINE
r..--:;:- -:- ll.l EX I ST I NG CONCRETE P A V I NG
L 4~0. ..:...:" J TO REMA I N
(":'J~" '~:L': ~"l NEW PCC CONCRETE P AV I NG
,--- EXISTING 5' CONTOUR
//--..-.......----.~--.. EX I ST I NG I' CONTOUR
~
~
WALL MOUNTED LIGHT AT 12' HEIGHT
SEE NOTE 10 (100 W METAL HALIDE)
POLE MOUNTED LIGHT AT 16' HEIGHT
SEE NOTE 10 (250 W METAL HALIDE)
PROPOSED PAVING SLOPE & DIRECTION
EXISTING PAVING DRAINAGE DIRECTION
FINISHED SURFACE ELEVATION
~
3,7%
~
EI- +440.2
oB
PROPOSED GRADE BREAK
. co
CLEANOUT AS NOTED (INSTALL PER
PLUMBING CODE)
NOTES
I.
ALL EXISTING &. PROPOSED PAVING IS 3" AC ON 8" CRUSHED ROCK OR AS
REQUIRED BY ENGINEER TO SUPPORT FIRE APP ARA TUS VEHICLE (80,000 LBL
ALL GRADES SHOWN ARE FINISHED AC UNLESS NOTED OTHERWISE,
ADA ROUTE - MAX. RUNNING SLOPE.. 5,0%. MAX. CROSS SLOPE.. 2,0%
HC ACCESS AISLE - MAX. SLOPE =: 2.0% ALL DIRECTIONS
ALL NEW CATCH BASINS ARE TRAPPED CATCH BASINS, GIBSON STEEL MODEL
GCBI0-36HB (PARKING LOT) &. GDI-IO-HB (SWALE INLET) OR APPROVED EQUAL.
ALL PIPING IS PVC. ASTM 3034. SDR 35 OR APPROVED EQUAL. IF LOCATED
WITHIN 5 FEET OF BUILDING OR HAS MINIMAL COVER (2.0' UNDER PAVING OR
1.0' IN LANDSCAPED AREAS)' PIPING SHALL BE SCHD. 40 PVC OR EQUAL.
STORM & SS PUBLIC CONNECTION POINTS MUST BE POTHOLED TO VERIFY THE
LOCATION & ELEVATION WITH ENGINEER PRIOR TO ANY PIPE CONSTRUCTION.
NO EXISTING WATERCOURSES TRAVERSE THE SITE.
THE SITE IS LOCATED IN AN AREA DETERMINED TO BE OUTSIDE OF THE
SOO-YEAR FLOOD ZONE & IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
ACCORDING TO THE SCS SOIL SURVEY FOR LANE COUNTY THE SITE HAS
SALEM-URBAN LAND COMPLEX AND OXLEY -URBAN LAND COMPLEX SOILS,
THE WATER TABLE DEPTH IS LISTED AT GREATER THAN 6 FT DEEP.
ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS,
ALL NEW UTILITY SERVICES SHOWN HEREON SHALL BE UNDERGROUND AND
SHALL BE DESIGNED &. INSTALLED IN COMPLIANCE WITH LOCAL &. STATE
REGULA TIONS AND PER UTILITY COMPANIES POLICIES AND PROCEDURES,
ALL PROPOSED SITE LITES ARE TO BE METAL HALIDE. MOUNTED 16' ON
POLES AND AT 12 FOOT HEIGHT ON BUILDINGS AS SHOWN. ALL EXTERIOR
LIGHTING SHALL BE DIRECTED A WAY FROM THE PUBLIC RIGHT OF WAY &
FROM ADJACENT PROPERTIES AND SHALL COMPLY WITH OTHER APPLICABLE
ST ANDARDS OF THE SPRINGFIELD .DEVELOPMENT CODE, FOR MORE DETAIL
SEE EXTERIOR LIGHTING PLAN &. CUT SHEETS FOR LIGHT FIXTURES.
OIL WATER SEP ARA TOR IS 550 GAL. U. V. MODEL :#: 660-SA
. SEE:. ATTACHED ... DET All.,
ALL FENCES ARE TO BE REMOVED OR REPLACED, FENCES TO BE RE-
PLACED ARE SHOWN IN MORE DETAIL ON SHEET SDI AND ARE TO BE
LOCA TED TO COMPLY WITH THE STANDARDS IN SDC SECTION 4,4-115
FOR HEIGHT. SETBACK, AND MATERIALS,
LONG TERM BIKE PARKING WILL BE PROVIDED INSIDE THE BUILDING TO
CONFORM WITH THE STANDARDS OF SDC 4.6-145 &. 4,6-150. DETAILS TO
BE PROVIDED WITH ACHITECTURhL PLANS WITH BUILDING PERMIT APPLICATION.
BIKE RACKS ARE TO BE THE RADIUS BIKE RACK. RPB 24" HOOP MODEL.
FLANGE MOUNTED TO CONCRETE PAD. OR APPROVED EQUAL.
THE SITE IS LOCATED OUTSIDE OF THE 20- YEAR TIME OF TRAVEL
WELLHEAD PROTECTION ZONE.
THE EXISTING 15.0 FOOT DRIVEWAY ON 44TH AND THE EXISTING DRIVEWAY
ON MAIN STREET SHALL BE CLOSED PER CITY OF SPRINGFIELD STANDARD
DRAWING NO, 3-7 OR AS OTHERWISE REQUIRED BY ODOT STANDARDS.
THE EXISTING 23.4 FOOT DRIVEWAY ON 44TH SHALL BE WIDENED PER CITY
OF SPRINGFIELD STD, DWG NO 3.7- (CUT> AND 3-23 (NEW APRON)' APRON TO
BE 35.0' BOTTOM WIDTH WITH 9.0' WINGS ON BOTHS SIDES AS SHOWN HEREON,
NEW DRIVEWAY ON MAIN STREET SHALL BE PER CITY OF SPRINGFIELD STD.
DRAWING NO, 3-7 (CUT) AND NO, 3-23 {NEW APRON}, APRON TO BE 30.0'
BOTTOM WIDTH WITH 9.0' WINGS ON BOTH SIDES AS SHOWN, A LOCKABLE
36" -42" HIGH. ROLLING. WROUGHT IRON GATE PER SEP ARA TE PLANS BY
GIBSON STEEL FAB. SHALL BE LOCATED AS SHOWN HEREON.
EX SAN MH
2.
3.
4,
5,
6.
7,
8.
9.
10,
II.
12.
13.
14.
15.
16.
17.
18.
EX FIRE HYDRANT
EX 65'
PAV
SCALE /S IN FEET
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